Executive Summary
| # | Model | Category | Lines | Objects | Statics | Time (s) | Max Tension (kN) | Semantic | Spec | Modular | Mesh Sens. | Status |
| 1 | D02 Pull in analysis | D02 | 3 | 20 | Yes | 0.19 | 29917.9 | 2/8 | PASS | PASS | skipped | PASS |
| 2 | HeaveCompensatedWinch | F03 | 1 | 18 | Yes | 0.09 | 194.4 | 2/11 | PASS | PASS | skipped | PASS |
| 3 | A01 Catenary riser | A01 | 1 | 12 | Yes | 0.20 | 132.4 | 2/8 | PASS | PASS | skipped | PASS |
| 4 | G04 Anchor-last deployment | G04 | 1 | 14 | Yes | 0.69 | 2.0 | 2/9 | PASS | PASS | skipped | PASS |
| 5 | H02 Jacket to semisub | H02 | 1 | 16 | Yes | 0.35 | 3.8 | 2/10 | PASS | PASS | skipped | PASS |
| 6 | F01 Lowered cone | F01 | 0 | 16 | Yes | 0.05 | | 1/7 | N/A | N/A | skipped | PASS |
| 7 | A01 Lazy wave riser | A01 | 2 | 16 | Yes | 0.52 | 90.7 | 2/9 | PASS | PASS | skipped | PASS |
| 8 | A05 Lazy wave with FPSO | A05 | 1 | 19 | Yes | 0.44 | 264.8 | 2/10 | PASS | PASS | skipped | PASS |
| 9 | M01 Pipeline lateral buckling | M01 | 1 | 14 | No | 0.01 | | N/A | N/A | N/A | | FAIL |
| 10 | C05 Single point mooring | C05 | 4 | 16 | Yes | 0.21 | 1899.9 | 1/8 | PASS | PASS | skipped | PASS |
| 11 | A01 Pliant wave riser | A01 | 4 | 26 | Yes | 0.88 | 116.7 | 2/11 | PASS | PASS | skipped | PASS |
| 12 | J01 Deployment with sub | J01 | 4 | 33 | Yes | 2.10 | 6.2 | 2/11 | PASS | PASS | skipped | PASS |
| 13 | E05 Pipe davit lift | E05 | 1 | 17 | Yes | 0.12 | 3.4 | 2/9 | PASS | PASS | skipped | PASS |
| 14 | E01 Simple geometry stinger | E01 | 1 | 12 | Yes | 0.74 | 149.8 | 2/8 | PASS | PASS | skipped | PASS |
| 15 | F04 Payload transfer | F04 | 1 | 44 | Yes | 0.09 | 606.0 | 1/14 | PASS | PASS | skipped | PASS |
| 16 | I01 Streamer array | I01 | 11 | 38 | Yes | 0.38 | 21.6 | 3/12 | PASS | PASS | skipped | PASS |
| 17 | M01 Pipeline walking | M01 | 1 | 18 | No | 0.01 | | N/A | N/A | N/A | | FAIL |
| 18 | C06 CALM buoy | C06 | 8 | 26 | Yes | 1.00 | 138.2 | 2/10 | PASS | PASS | skipped | PASS |
| 19 | F06 Spool piece manoeuvring | F06 | 2 | 28 | Yes | 0.49 | 251.3 | 2/11 | PASS | PASS | skipped | PASS |
| 20 | A01 Steep wave riser | A01 | 6 | 31 | Yes | 0.75 | 87.3 | 3/11 | PASS | PASS | skipped | PASS |
| 21 | A05 Catenary with semisub | A05 | 2 | 20 | Yes | 1.42 | 518.0 | 2/8 | PASS | PASS | skipped | PASS |
| 22 | C09 Fenders | C09 | 0 | 91 | Yes | 6.23 | | 2/11 | N/A | N/A | skipped | PASS |
| 23 | A02 Steep S | A02 | 12 | 59 | Yes | 0.84 | 124.9 | 2/11 | PASS | PASS | skipped | PASS |
| 24 | L01 Default vessel | L01 | 0 | 11 | Yes | 0.04 | | 1/5 | N/A | N/A | skipped | PASS |
| 25 | A02 Pliant S | A02 | 12 | 62 | Yes | 1.40 | 125.0 | 2/12 | PASS | PASS | skipped | PASS |
| 26 | C06 Discretised CALM buoy | C06 | 8 | 33 | Yes | 1.13 | 138.2 | 2/10 | PASS | PASS | skipped | PASS |
| 27 | B01 Drilling riser | B01 | 12 | 52 | Yes | 0.68 | 6923.1 | 4/15 | FAIL | FAIL | skipped | PASS |
| 28 | Z02 Line on line slide | Z02 | 10 | 45 | Yes | 2.87 | 2.0 | 4/12 | PASS | PASS | skipped | PASS |
| 29 | F07 Suction anchor lowering | F07 | 1 | 68 | Yes | 0.09 | 1882.2 | 2/13 | PASS | PASS | skipped | PASS |
| 30 | F02 Passive compensation | F02 | 3 | 45 | Yes | 0.20 | 204.9 | 2/12 | PASS | PASS | skipped | PASS |
| 31 | D03 Lay on tower | D03 | 11 | 43 | Yes | 0.73 | 442.3 | 3/11 | PASS | PASS | skipped | PASS |
| 32 | A04 Disconnecting turret system | A04 | 26 | 64 | Yes | 3.76 | 7170.0 | 2/12 | PASS | PASS | skipped | PASS |
| 33 | H03 Floating and stowed lines | H03 | 2 | 25 | Yes | 3.81 | 245.4 | 2/9 | PASS | PASS | skipped | PASS |
| 34 | D04 J-tube pull in | D04 | 3 | 32 | Yes | 3.02 | 11400.2 | 3/11 | PASS | PASS | skipped | PASS |
| 35 | A03 Jumper to high tower | A03 | 13 | 56 | Yes | 3.81 | 22217.0 | 3/11 | PASS | PASS | skipped | PASS |
| 36 | C10 Multiple statics | C10 | 12 | 26 | Yes | 0.63 | 711.3 | 2/7 | PASS | PASS | skipped | PASS |
| 37 | A02 Lazy S detailed | A02 | 24 | 82 | Yes | 2.77 | 206.9 | 3/12 | PASS | PASS | skipped | PASS |
| 38 | B06 Running BOP | B06 | 17 | 50 | Yes | 1.39 | 2467.1 | 3/12 | PASS | PASS | skipped | PASS |
| 39 | H01 Chinese lantern | H01 | 40 | 68 | Yes | 11.21 | 48.7 | 3/10 | PASS | PASS | skipped | PASS |
| 40 | C03 Turret moored FPSO | C03 | 13 | 41 | Yes | 1.48 | 9093.1 | 2/13 | PASS | PASS | skipped | PASS |
| 41 | A02 Lazy S simple | A02 | 10 | 94 | Yes | 1.62 | 200.9 | 2/12 | PASS | PASS | skipped | PASS |
| 42 | E02 Rigid hinged stinger with piggyback line | E02 | 28 | 53 | Yes | 3.35 | 478.3 | 3/13 | PASS | PASS | skipped | PASS |
| 43 | K02 10MW fixed-bottom OWT | K02 | 2 | 104 | Yes | 0.13 | 7999.0 | 3/10 | FAIL | FAIL | skipped | PASS |
| 44 | L02 OC4 Semi-sub | L02 | 4 | 35 | Yes | 0.43 | 1311.3 | 4/12 | PASS | PASS | skipped | PASS |
| 45 | E04 Articulated stinger | E04 | 101 | 150 | Yes | 1.81 | 4995.5 | 3/11 | PASS | PASS | skipped | PASS |
| 46 | E03 Detailed hinged stinger | E03 | 81 | 122 | Yes | 1.48 | 1795.9 | 2/12 | PASS | PASS | skipped | PASS |
| 47 | C08 Fish farm | C08 | 276 | 447 | Yes | 11.43 | 5.8 | 1/7 | PASS | PASS | skipped | PASS |
| 48 | K03 15MW semi-sub FOWT | K03 | 4 | 82 | Yes | 1.18 | 3421.6 | N/A | PASS | PASS | skipped | PASS |
| 49 | L03 Semi-sub multibody analysis | L03 | 18 | 42 | Yes | 1.61 | 1180.7 | 2/9 | PASS | PASS | skipped | PASS |
| 50 | L04 Sectional bodies | L04 | 7 | 108 | Yes | 1.02 | 2423.3 | N/A | PASS | PASS | skipped | PASS |
| 51 | L05 Panel pressures | L05 | 7 | 108 | Yes | 1.00 | 2423.3 | N/A | PASS | PASS | skipped | PASS |
3-Way Comparison Summary
Spec-Driven
36 / 3 / 5
pass / warn / fail
Modular-Direct
36 / 3 / 5
pass / warn / fail
B vs C
44 / 0 / 0
pass / warn / fail
| Model | Semantic | Spec-Driven Worst % | Modular-Direct Worst % | B vs C % | Status |
|---|
| D02 Pull in analysis | 2/8 | 0.00% | 0.00% | 0.00% | OK |
| HeaveCompensatedWinch | 2/11 | 0.00% | 0.00% | 0.00% | OK |
| A01 Catenary riser | 2/8 | 0.00% | 0.02% | 0.02% | OK |
| G04 Anchor-last deployment | 2/9 | 0.00% | 0.00% | 0.00% | OK |
| H02 Jacket to semisub | 2/10 | 0.00% | 0.00% | 0.00% | OK |
| A01 Lazy wave riser | 2/9 | 0.00% | 0.00% | 0.00% | OK |
| A05 Lazy wave with FPSO | 2/10 | 0.00% | 0.00% | 0.00% | OK |
| C05 Single point mooring | 1/8 | 0.00% | 0.00% | 0.00% | OK |
| A01 Pliant wave riser | 2/11 | 0.00% | 0.00% | 0.00% | OK |
| J01 Deployment with sub | 2/11 | 0.00% | 0.00% | 0.00% | OK |
| E05 Pipe davit lift | 2/9 | 0.00% | 0.00% | 0.00% | OK |
| E01 Simple geometry stinger | 2/8 | 0.00% | 0.00% | 0.00% | OK |
| F04 Payload transfer | 1/14 | 0.00% | 0.00% | 0.00% | OK |
| I01 Streamer array | 3/12 | 0.00% | 0.00% | 0.00% | OK |
| C06 CALM buoy | 2/10 | 1.28% | 1.28% | 0.00% | WARN |
| F06 Spool piece manoeuvring | 2/11 | 0.00% | 0.00% | 0.00% | OK |
| A01 Steep wave riser | 3/11 | 0.00% | 0.00% | 0.00% | OK |
| A05 Catenary with semisub | 2/8 | 0.00% | 0.00% | 0.00% | OK |
| A02 Steep S | 2/11 | 0.00% | 0.00% | 0.00% | OK |
| A02 Pliant S | 2/12 | 0.00% | 0.00% | 0.00% | OK |
| C06 Discretised CALM buoy | 2/10 | 1.28% | 1.28% | 0.00% | WARN |
| Z02 Line on line slide | 4/12 | 0.00% | 0.00% | 0.00% | OK |
| F07 Suction anchor lowering | 2/13 | 0.00% | 0.00% | 0.00% | OK |
| F02 Passive compensation | 2/12 | 0.00% | 0.00% | 0.00% | OK |
| D03 Lay on tower | 3/11 | 0.00% | 0.00% | 0.00% | OK |
| A04 Disconnecting turret system | 2/12 | 3.60% | 3.60% | 0.00% | WARN |
| H03 Floating and stowed lines | 2/9 | 0.00% | 0.00% | 0.00% | OK |
| D04 J-tube pull in | 3/11 | 0.00% | 0.00% | 0.00% | OK |
| A03 Jumper to high tower | 3/11 | 0.00% | 0.00% | 0.00% | OK |
| C10 Multiple statics | 2/7 | 0.00% | 0.00% | 0.00% | OK |
| A02 Lazy S detailed | 3/12 | 0.00% | 0.00% | 0.00% | OK |
| B06 Running BOP | 3/12 | 0.00% | 0.00% | 0.00% | OK |
| H01 Chinese lantern | 3/10 | 0.00% | 0.00% | 0.00% | OK |
| C03 Turret moored FPSO | 2/13 | 0.00% | 0.00% | 0.00% | OK |
| A02 Lazy S simple | 2/12 | 0.00% | 0.00% | 0.00% | OK |
| E02 Rigid hinged stinger with piggyback line | 3/13 | 0.00% | 0.00% | 0.00% | OK |
| L02 OC4 Semi-sub | 4/12 | 31.90% | 31.90% | 0.00% | FAIL |
| E04 Articulated stinger | 3/11 | 0.00% | 0.00% | 0.00% | OK |
| E03 Detailed hinged stinger | 2/12 | 0.00% | 0.00% | 0.00% | OK |
| C08 Fish farm | 1/7 | 0.00% | 0.00% | 0.00% | OK |
| K03 15MW semi-sub FOWT | N/A | 24.29% | 24.29% | 0.00% | FAIL |
| L03 Semi-sub multibody analysis | 2/9 | 5.46% | 5.46% | 0.00% | FAIL |
| L04 Sectional bodies | N/A | 49.07% | 49.07% | 0.00% | FAIL |
| L05 Panel pressures | N/A | 49.07% | 49.07% | 0.00% | FAIL |
D02 Pull in analysis
Static Profile
Model Info
| Property | Value |
|---|
| File | D02 Pull in analysis.dat |
| Size | 64 KB |
| Objects | 20 |
| Lines | 3 |
| Links | 0 |
| Vessels | 0 |
| 6D Buoys | 0 |
| Statics Time | 0.188 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Pipe | 550.0 | 130 | 0.0 | -0.0 | 0.0 | 1.50 |
| Gateway 1 | 0.9 | 1 | 29888.0 | 29917.9 | 29917.9 | 0.00 |
| Gateway 2 | 0.9 | 1 | 29888.0 | 29917.9 | 29917.9 | 0.00 |
Input Files
spec.yml (17.4 KB)
metadata:
name: d02_pull_in_analysis
description: Extracted from D02 Pull in analysis.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 137
density: 1.025
seabed:
slope: 0
stiffness:
normal: 500
shear: 100
waves:
type: Airy
height: 0
period: 10
direction: 180
current:
speed: 0
direction: 180
profile:
- - 0.0
- 0.0
- - 100.0
- 0.0
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: null
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
WaterDepth: 137
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 500
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
WaveTrains:
- Name: Wave 1
WaveType: Airy
WaveDirection: 180
WaveHeight: 0
WavePeriod: 10
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: null
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 0
- 0
- - 100
- 0
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: null
SeaSurfaceTranslucency: 75
SeabedTranslucency: 0
simulation:
stages:
- 1
- 46
- 40
- 5
time_step: 0.05
generic:
line_types:
- name: Pipe Type
category: General
outer_diameter: 0.142
inner_diameter: 0
mass_per_length: 0.02548
bending_stiffness:
- 60
- null
axial_stiffness: 269e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: null
MinRadius:
- null
- null
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: null
InnerContactDiameter: null
ClashStiffness: 10e3
Ca:
- 1
- null
- 0
Cm:
- null
- null
- null
Cs: 0
Ce: 0
Cd:
- 1.2
- null
- 0.008
Cl: 0
NormalDragLiftDiameter: null
AxialDragLiftDiameter: null
StressOD: null
StressID: null
AllowableStress: null
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.3
RayleighDampingCoefficients: (no damping)
- name: Pullhead
category: General
outer_diameter: 0.3
inner_diameter: 0
mass_per_length: 1
bending_stiffness:
- 60
- null
axial_stiffness: 269e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: null
MinRadius:
- null
- null
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: null
InnerContactDiameter: null
ClashStiffness: 10e3
Ca:
- 1
- null
- 0
Cm:
- null
- null
- null
Cs: 0
Ce: 0
Cd:
- 1.2
- null
- 0.008
Cl: 0
NormalDragLiftDiameter: null
AxialDragLiftDiameter: null
StressOD: null
StressID: null
AllowableStress: null
... truncated (722 total lines)spec.yml — 722 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.05
LogPrecision: Single
TargetLogSampleInterval: 0.05
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 1
- 46
- 40
- 5
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 27 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
WaterDepth: 137.0
SeabedNormalStiffness: 500.0
SeabedShearStiffness: 100.0
SeabedSlope: 0.0
KinematicStretchingMethod: Vertical stretching
Density: 1.025
WaveTrains:
- Name: Wave 1
WaveType: Airy
WaveDirection: 180.0
WaveHeight: 0.0
WavePeriod: 10.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 0.0
- 0
- - 100.0
- 0.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 59 lines
includes/20_generic_objects.yml (12.1 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMaxIterations: 2400
StaticsMinDamping: 2
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: Pipe Type
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.3
RayleighDampingCoefficients: (no damping)
OD: 0.142
ID: 0.0
MassPerUnitLength: 0.02548
EI:
- 60
- ~
EA: 269e3
- Name: Pullhead
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.3
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $00FF80
OD: 0.3
ID: 0.0
MassPerUnitLength: 1.0
EI:
- 60
- ~
EA: 269e3
- Name: Gateway
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 0
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 3
- Solid
- Blue
OD: 0.5
ID: 0.0
MassPerUnitLength: 10e-6
EI:
- 60
- ~
EA: 269e3
Lines:
- Name: Pipe
IncludeTorsion: false
TopEnd: End A
LengthAndEndOrientations: Explicit
Representation: Finite element
PyModel: (none)
PreBendSpecifiedBy: Curvature
DragFormulation: Standard
StaticsVIV: None
DynamicsVIV: None
WaveCalculationMethod: Specified by environment
? Connection, ConnectionX, ConnectionY, ConnectionZ, ConnectionAzimuth, ConnectionDeclination,
ConnectionGamma, ConnectionReleaseStage, ConnectionzRelativeTo
: - - Free
- 66.38999999999999
- 610.949
- -136.85
- 50.78
- 90
- 0
- ~
- - Free
- 363.50150620402354
- 825.9268264163715
- -136.929
- 34.391000000000005
- 90
- 0
- ~
ConnectionxBendingStiffness, ConnectionyBendingStiffness:
- []
- []
? ConnectionInitialArclength, ConnectionPayoutRate, ConnectionShortestViableSegmentFactor,
ConnectionApplyRamp, ConnectionUseSmoothGrowth
: - - ~
- 0
- 0.001
- - ~
- 0
- 0.001
Sections:
- LineType: Pullhead
Length: 2
NumberOfSegments: 1
ClashCheck: true
DisturbanceVessel: (none)
- LineType: Pipe Type
Length: 28
TargetSegmentLength: 1
ClashCheck: true
DisturbanceVessel: (none)
- LineType: Pipe Type
Length: 490
TargetSegmentLength: 5
DisturbanceVessel: (none)
- LineType: Pipe Type
Length: 30
TargetSegmentLength: 10
DisturbanceVessel: (none)
DecoupleLateralAndAxialSeabedFriction: false
CoveredSectionsWarnIfLineLeavesCover: true
ContentsMethod: Uniform
IncludeAxialContentsInertia: true
ContentsDensity: 0
ContentsTemperature: ~
ContentsPressureRefZ: ~
ContentsPressure: 0
ContentsFlowRate: 0
IncludedInStatics: true
StaticsStep1: Prescribed
StaticsStep2: Full statics
StaticsSeabedFrictionPolicy: As laid
AsLaidTension: 0
TrackEndAAzimuth: 50.779999999999994
TrackSectionLength, TrackSectionTurn:
- - 71.30438609334925
- 0
- - 30.049
- 43.041999999999994
- - 31.804699999999997
- 0
- - 113.833
- -163.05399999999997
- - 42.595
- 0
- - 125.0041
- 179.05499999999998
- - 4.906
- 0
- - 52.657
- -75.42599999999999
- - 39.9980458600998
- -0.006318996680519717
FullStaticsConvergenceControlMethod: Mag. of std. error / change
FullStaticsMaxIterations: 2000
FullStaticsMinDamping: 2
FullStaticsMaxDamping: 20
FullStaticsMagOfStdChange: 0.01
NodePen:
- 3
- Solid
- $0080FF
DrawShadedNodesAsSpheres: true
ContactPen:
- 5
- Solid
- White
- Name: Gateway 1
IncludeTorsion: false
TopEnd: End A
LengthAndEndOrientations: Explicit
... truncated (601 total lines)20_generic_objects.yml — 601 lines
Semantic Validation (Pre-Statics)
6 of 8 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| Environment | 41 | 0 | 2 | 0 | MISSING |
| FrictionCoefficients | 1 | 0 | 0 | 0 | MATCH |
| General | 24 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 113 | 0 | 0 | 0 | MATCH |
| Lines | 99 | 0 | 0 | 0 | MATCH |
| Shapes | 40 | 0 | 0 | 0 | MATCH |
| Winches | 20 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Pipe | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 1.50 | 1.50 | 0.00% | 1.50 | 0.00% | 0.00% | OK |
| Gateway 1 | End A Tension | 29888.00 | 29888.00 | 0.00% | 29888.00 | 0.00% | 0.00% | OK |
| End B Tension | 29917.90 | 29917.90 | 0.00% | 29917.90 | 0.00% | 0.00% | OK |
| Max Tension | 29917.90 | 29917.90 | 0.00% | 29917.90 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Gateway 2 | End A Tension | 29888.00 | 29888.00 | 0.00% | 29888.00 | 0.00% | 0.00% | OK |
| End B Tension | 29917.90 | 29917.90 | 0.00% | 29917.90 | 0.00% | 0.00% | OK |
| Max Tension | 29917.90 | 29917.90 | 0.00% | 29917.90 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
HeaveCompensatedWinch
Static Profile
Model Info
| Property | Value |
|---|
| File | HeaveCompensatedWinch.dat |
| Size | 109 KB |
| Objects | 18 |
| Lines | 1 |
| Links | 4 |
| Vessels | 1 |
| 6D Buoys | 1 |
| Statics Time | 0.087 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Line1 | 50.0 | 5 | 194.4 | 193.7 | 194.4 | 0.00 |
Input Files
spec.yml (148.4 KB)
metadata:
name: heavecompensatedwinch
description: Extracted from HeaveCompensatedWinch.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 100
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: JONSWAP
height: 7
period: 8
direction: 180
current:
speed: 0
direction: 180
profile:
- - 0.0
- 0.5
- - 100.0
- 0.45
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.2e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Cross flow
HorizontalWaterDensityFactor: null
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
WaterDepth: 100
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: true
WaveFrequencySpectrumDiscretisationMethod: Equal energy, legacy, deprecated
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 7
WaveTz: 8
WaveSeed: 12345
WaveNumberOfComponents: 100
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: null
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 0.5
- 0
- - 100
- 0.45
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: null
simulation:
stages:
- 10
- 100
time_step: 0.1
generic:
line_types:
- name: 60 mm wire
category: General
outer_diameter: 0.06
inner_diameter: 0
mass_per_length: 0.004423352500000001
bending_stiffness:
- 0
- null
axial_stiffness: 44.95750000000001e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: null
MinRadius:
- null
- null
PoissonRatio: 0
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: null
InnerContactDiameter: null
ClashStiffness: 0
Ca:
- 1
- null
- 0
Cm:
- null
- null
- null
Cs: 0
Ce: 0
Cd:
- 1.2
- null
- 0
Cl: 0
NormalDragLiftDiameter: null
AxialDragLiftDiameter: null
StressOD: null
StressID: null
AllowableStress: null
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: null
RayleighDampingCoefficients: (no damping)
vessel_types:
- name: Vessel Type
length: 100
properties:
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 10e3
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 500e3
- 0
- 0
- - 0
- 7e6
- 0
- - 0
- 0
- 7e6
CentreOfMass:
- 0
- 0
- 0
DisplacementRAOs:
RAOOrigin:
- 0
- 0
- 0
... truncated (6255 total lines)spec.yml — 6255 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 100
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.7 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.2e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Cross flow
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
WaterDepth: 100.0
SeabedShearStiffness: 100.0
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: true
SeabedSlope: 0.0
SeabedNormalStiffness: 100.0
WaveFrequencySpectrumDiscretisationMethod: Equal energy, legacy, deprecated
Density: 1.025
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 7.0
WaveTz: 8.0
WaveSeed: 12345
WaveNumberOfComponents: 100
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 0.5
- 0
- - 100.0
- 0.45
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 65 lines
includes/20_generic_objects.yml (121.7 KB)
General:
Comments: "Example of using a Python external function to model a heave-compensated\
\ winch in OrcaFlex.\r\nFor details see \"External Function Examples.pdf\" in\
\ the same folder as this file."
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.05
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Externalfunctions:
- Source: Embedded
Script: "\"\"\"\r\nThis module is an example Python external function for use\
\ with OrcaFlex.\r\nThis example implements a PID controller (Proportional,\
\ Integral, Differential)\r\nthat is used to model a heave-compensated winch.\
\ For details see\r\n'External Function Examples.pdf' in the same folder as\
\ this file, and see the\r\nOrcFxAPI documentation OrcFxAPIHelp.exe (in the\
\ contents look for 'External\r\nFunctions' and 'Python Interface').\r\n\"\"\
\"\r\n\r\nimport json\r\n\r\n\r\nclass PIDstate(object):\r\n def __init__(self):\r\
\n self.valid = False\r\n self.time = -OrcFxAPI.OrcinaInfinity()\r\
\n self.signal = 0.0\r\n self.iedt = 0.0\r\n self.dedt\
\ = 0.0\r\n\r\n def getStateAttributes(self):\r\n return {\r\n \
\ \"valid\": self.valid,\r\n \"time\": self.time,\r\n \
\ \"signal\": self.signal,\r\n \"iedt\": self.iedt,\r\n \
\ \"dedt\": self.dedt,\r\n }\r\n\r\n def setStateAttributes(self,\
\ attributes):\r\n self.valid = attributes[\"valid\"]\r\n self.time\
\ = attributes[\"time\"]\r\n self.signal = attributes[\"signal\"]\r\n\
\ self.iedt = attributes[\"iedt\"]\r\n self.dedt = attributes[\"\
dedt\"]\r\n\r\n\r\nclass PIDController(object):\r\n def Initialise(self,\
\ info):\r\n # In the Calculate() method we'll need to ask OrcaFlex for\
\ the value of\r\n # our controlled variable. To do this we'll need an\
\ OrcFxAPI.Period to say\r\n # we want the value 'now':\r\n self.periodNow\
\ = OrcFxAPI.Period(OrcFxAPI.pnInstantaneousValue)\r\n\r\n # And we'll\
\ need an ObjectExtra saying we want the value at the origin\r\n # of\
\ the controlled object:\r\n self.ObjectExtra = OrcFxAPI.ObjectExtra()\r\
\n self.ObjectExtra.RigidBodyPos = (0.0, 0.0, 0.0)\r\n\r\n # Convenience\
\ functions to get values from the object's tags:\r\n def GetParam(paramName,\
\ default=None):\r\n param = info.ModelObject.tags.get(paramName,\
\ None)\r\n if param is None:\r\n if default is None:\r\
\n raise Exception(\r\n \"Parameter\
\ {} is required but is not included in \"\r\n \"the\
\ object tags.\".format(paramName)\r\n )\r\n \
\ return default\r\n return param\r\n\r\n def GetFloatParam(paramName,\
\ default=None):\r\n return float(GetParam(paramName, default))\r\
\n\r\n # Name of model object whose result variable is to be controlled:\r\
\n self.ControlledObject = info.Model[GetParam(\"ControlledObject\")]\r\
\n # The result variable of that object to be controlled. This must be\r\
\n # one of the results available for the ControlledObject on the results\r\
\n # form in OrcaFlex:\r\n self.ControlledVariable = GetParam(\"\
ControlledVariable\")\r\n # The target value for that controlled variable.\
\ Its units are those of\r\n # that controlled variable in the OrcaFlex\
\ model:\r\n self.TargetValue = GetFloatParam(\"TargetValue\", 0.0)\r\
\n # The constants of the PID controller:\r\n self.k0 = GetFloatParam(\"\
k0\", 0.0) # constant part\r\n self.kP = GetFloatParam(\"kP\", 0.0)\
\ # scaling constant for the proportional part\r\n self.kI = GetFloatParam(\"\
kI\", 0.0) # scaling constant for the integral part\r\n self.kD = GetFloatParam(\"\
kD\", 0.0) # scaling constant for the differential part\r\n # If no\
\ value of ControlStartTime is specified then default to -Infinity,\r\n \
\ # so that we activate control at the start of the simulation:\r\n \
\ self.ControlStartTime = GetFloatParam(\"ControlStartTime\", float(\"-inf\"\
))\r\n # And default to not limiting the control variable:\r\n \
\ self.MinValue = GetFloatParam(\"MinValue\", float(\"-inf\"))\r\n self.MaxValue\
\ = GetFloatParam(\"MaxValue\", float(\"+inf\"))\r\n\r\n # If info.StateData\
\ is not None then we have been called when loading\r\n # a simulation,\
\ so we need to restore the controller state\r\n # to what our StoreState()\
\ method saved when the simulation was stored:\r\n self.prev = PIDstate()\r\
\n self.now = PIDstate()\r\n if info.StateData:\r\n \
\ state = json.loads(info.StateData)\r\n self.now.setStateAttributes(state[\"\
now\"])\r\n self.prev.setStateAttributes(state[\"prev\"])\r\n \
\ else:\r\n # This is a new simulation, so initialise the controller\
\ state:\r\n self.prev.iedt = GetFloatParam(\"Initial e/D\", 0.0)\r\
\n self.now.dedt = GetFloatParam(\"Initial De\", 0.0)\r\n\r\n \
\ print(\"Initialised OK.\")\r\n\r\n def Calculate(self, info):\r\n \
\ # Don't start control until the specified time:\r\n if info.SimulationTime\
\ < self.ControlStartTime:\r\n return\r\n\r\n # If this is\
\ a new time step, and not the first, then step self.now back\r\n # to\
\ become our new self.prev:\r\n if info.NewTimeStep and self.now.valid:\r\
\n self.prev.time = self.now.time\r\n self.prev.signal\
\ = self.now.signal\r\n self.prev.iedt = self.now.iedt\r\n \
\ self.prev.dedt = self.now.dedt\r\n self.prev.valid = True\r\
\n\r\n # Get the state values now:\r\n self.now.time = info.SimulationTime\r\
\n self.now.signal = self.ControlledObject.TimeHistory(\r\n \
\ self.ControlledVariable,\r\n self.periodNow, # set up in Initialise()\
\ method to give the value 'now'\r\n self.ObjectExtra, # set up\
\ in Initialise() method\r\n )[\r\n 0\r\n ] # TimeHistory\
\ returns an array, which in this case contains just 1 item, the value now\r\
\n self.now.iedt = self.prev.iedt\r\n self.now.valid = True\r\n\
\r\n e = self.TargetValue - self.now.signal\r\n if self.prev.valid:\r\
\n prev_e = self.TargetValue - self.prev.signal\r\n dt\
\ = self.now.time - self.prev.time\r\n self.now.dedt = (e - prev_e)\
\ / dt\r\n self.now.iedt += dt * (e + prev_e) / 2.0\r\n \
\ print(f\"t = {self.now.time}, e = {e}, dedt = {self.now.dedt}, iedt = {self.now.iedt}\"\
)\r\n\r\n info.Value = self.kP * e + self.kI * self.now.iedt + self.kD\
\ * self.now.dedt + self.k0\r\n # Keep the value within the specified\
\ limits (if any):\r\n info.Value = max(self.MinValue, min(info.Value,\
\ self.MaxValue))\r\n\r\n def StoreState(self, info):\r\n # The simulation\
\ is being stored, so we need to store our controlled state\r\n # to\
\ the simulation file so that when the simulation is re-loaded our\r\n \
\ # Initialise() method can restore to the same state. We use the built json\
\ module to get\r\n # the controller state into a form suitable for putting\
\ into info.StateData,\r\n # which OrcaFlex will store in the simulation\
\ file for us:\r\n state = {\r\n \"now\": self.now.getStateAttributes(),\r\
\n \"prev\": self.prev.getStateAttributes(),\r\n }\r\n \
\ info.StateData = json.dumps(state)\r\n"
FunctionName: PIDController
InitialValue: 0
TimeStep: Outer time step
Name: PIDWinchControl
LineTypes:
- Name: 60 mm wire
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.06
ID: 0.0
MassPerUnitLength: 0.004423352500000001
EI:
- 0
- ~
EA: 44.95750000000001e3
VesselTypes:
- Name: Vessel Type
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 10e3
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 500e3
- 0
- 0
- - 0
- 7e6
- 0
- - 0
- 0
- 7e6
CentreOfMass:
- 0
- 0
- 0
DisplacementRAOs:
RAOOrigin:
- 0
- 0
- 0
PhaseOrigin:
- ~
- ~
- 0
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- - 3.9
- 0.01
- 217
- 0
- 0
- 0.03
- 101
- 0
- 0
- 0.14
- 94
- 0
- 0
- - 4.8
- 0.02
- 326
- 0
- 0
- 0.18
- 228
- 0
- 0
- 0.3
- 202
- 0
- 0
- - 4.9
- 0.02
- 11
- 0
- 0
- 0.2
- 240
- 0
- 0
- 0.29
- 231
- 0
- 0
- - 5.5
- 0.11
- 36
- 0
- 0
- 0.27
- 263
- 0
- 0
- 0.78
- 256
- 0
- 0
- - 6
- 0.11
- 10
- 0
- 0
- 0.3
- 288
- 0
... truncated (6130 total lines)20_generic_objects.yml — 6130 lines
Semantic Validation (Pre-Statics)
9 of 11 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 39 | 0 | 0 | 0 | MATCH |
| Environment | 43 | 0 | 1 | 0 | MISSING |
| General | 23 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 37 | 0 | 0 | 0 | MATCH |
| Lines | 33 | 0 | 0 | 0 | MATCH |
| Links | 24 | 0 | 0 | 0 | MATCH |
| VariableData | 6 | 0 | 0 | 0 | MATCH |
| VesselTypes | 24 | 0 | 0 | 0 | MATCH |
| Vessels | 25 | 0 | 0 | 0 | MATCH |
| Winches | 14 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Line1 | End A Tension | 194.43 | 194.43 | 0.00% | 194.43 | 0.00% | 0.00% | OK |
| End B Tension | 193.68 | 193.68 | 0.00% | 193.68 | 0.00% | 0.00% | OK |
| Max Tension | 194.43 | 194.43 | 0.00% | 194.43 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
A01 Catenary riser
Static Profile
Model Info
| Property | Value |
|---|
| File | A01 Catenary riser.dat |
| Size | 141 KB |
| Objects | 12 |
| Lines | 1 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 0 |
| Statics Time | 0.195 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Catenary Hose | 130.0 | 77 | 132.4 | 11.9 | 132.4 | 9.50 |
Input Files
spec.yml (253.8 KB)
metadata:
name: tmp8ja8gfbw
description: Extracted from tmp8ja8gfbw.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 100
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Dean stream
height: 6
period: 7
direction: 180
current:
speed: 0.7
direction: 180
profile:
- [0, 1.0]
- [70, 0.9]
- [100, 0.3]
wind:
speed: 0
direction: 0
simulation:
stages:
- 7
- 35
time_step: 0.1
generic:
line_types:
- name: 10" flexible variable Cd
category: General
outer_diameter: 0.3556
inner_diameter: 0.254
mass_per_length: 0.1842262
bending_stiffness:
- 124.86942768
- ~
axial_stiffness: 711.2e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: 5000
MinRadius:
- 3.675
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
vessel_types:
- name: Vessel Type1
length: 103
properties:
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
... truncated (9895 total lines)spec.yml — 9895 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 7
- 35
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.6 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
Density: 1.025
SeabedOriginDepth: 100.0
SeabedSlope: 0.0
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
WaveTrains:
- Name: Wave 1
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveType: Dean stream
WaveDirection: 180.0
WaveHeight: 6.0
WavePeriod: 7.0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 0.7
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 70.0
- 0.9
- 0
- - 100.0
- 0.3
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 64 lines
includes/20_generic_objects.yml (214.4 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Generic Drag
LineTypes:
- Name: 10" flexible variable Cd
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: 5000
MinRadius:
- 3.675
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.3556
ID: 0.254
MassPerUnitLength: 0.1842262
EI:
- 124.86942768
- ~
EA: 711.2e3
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
- 102.485459414
- 0
- 0
- 0.191658108974
- 17.7524728828
- 0
- 0
- 1.78684314
- -90.5857624761
- 0
- 0
- - 9
- 0.349074258662
- 100.112196896
- 0
- 0
- 0.327674426304
- 13.9897528763
- 0
- 0
... truncated (9844 total lines)20_generic_objects.yml — 9844 lines
Semantic Validation (Pre-Statics)
6 of 8 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| General | 22 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 37 | 0 | 0 | 0 | MATCH |
| Lines | 33 | 0 | 0 | 0 | MATCH |
| VariableData | 2 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Catenary Hose | End A Tension | 132.38 | 132.38 | 0.00% | 132.38 | 0.00% | 0.00% | OK |
| End B Tension | 11.88 | 11.88 | 0.00% | 11.88 | 0.02% | 0.02% | OK |
| Max Tension | 132.38 | 132.38 | 0.00% | 132.38 | 0.00% | 0.00% | OK |
| Max Bending | 9.50 | 9.50 | 0.00% | 9.50 | 0.00% | 0.00% | OK |
G04 Anchor-last deployment
Static Profile
Model Info
| Property | Value |
|---|
| File | G04 Anchor-last deployment.dat |
| Size | 148 KB |
| Objects | 14 |
| Lines | 1 |
| Links | 1 |
| Vessels | 1 |
| 6D Buoys | 0 |
| Statics Time | 0.691 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Mooring | 450.0 | 170 | 1.2 | 2.0 | 2.0 | 0.00 |
Input Files
spec.yml (256.6 KB)
metadata:
name: g04_anchor_last_deployment
description: Extracted from G04 Anchor-last deployment.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 500
density: 1.024
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Airy
height: 0
period: 8
direction: 180
current:
speed: 0
direction: 180
profile:
- - 0.0
- 1.0
- - 500.0
- 0.9
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: null
VerticalDensityVariation: Constant
Density: 1.024
SeabedType: Flat
SeabedOrigin:
- 0
- 0
WaterDepth: 500
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
WaveTrains:
- Name: Wave1
WaveType: Airy
WaveDirection: 180
WaveHeight: 0
WavePeriod: 8
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: null
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 500
- 0.9
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: null
simulation:
stages:
- 10
- 250
time_step: 0.1
generic:
line_types:
- name: Wire
category: General
outer_diameter: 0.04000000000000001
inner_diameter: 0
mass_per_length: 0.0011315000000000001
bending_stiffness:
- 0
- null
axial_stiffness: 2650.0000000000005
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: null
MinRadius:
- null
- null
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: null
InnerContactDiameter: null
ClashStiffness: 0
Ca:
- 1
- null
- 0
Cm:
- null
- null
- null
Cs: 0
Ce: 0
Cd:
- 1.1
- null
- 0.008
Cl: 0
NormalDragLiftDiameter: null
AxialDragLiftDiameter: null
StressOD: null
StressID: null
AllowableStress: null
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0
SeabedAxialFrictionCoefficient: null
RayleighDampingCoefficients: (no damping)
vessel_types:
- name: Default Vessel Type
length: 103
properties:
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- null
- null
- null
RAOs:
- RAODirection: 0
... truncated (10013 total lines)spec.yml — 10013 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 250
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
KinematicStretchingMethod: Vertical stretching
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
SeabedSlope: 0.0
WaterDepth: 500.0
Density: 1.024
WaveTrains:
- Name: Wave1
WaveType: Airy
WaveDirection: 180.0
WaveHeight: 0.0
WavePeriod: 8.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 500.0
- 0.9
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 59 lines
includes/20_generic_objects.yml (215.3 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
StartingVelocitySpeed: 2
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMaxIterations: 800
StaticsMinDamping: 2
StaticsMaxDamping: 20
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: Wire
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.1
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.04000000000000001
ID: 0.0
MassPerUnitLength: 0.0011315000000000001
EI:
- 0
- ~
EA: 2650.0000000000005
VesselTypes:
- Name: Default Vessel Type
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
- 102.485459414
- 0
- 0
- 0.191658108974
- 17.7524728828
- 0
- 0
- 1.78684314
- -90.5857624761
- 0
- 0
- - 9
- 0.349074258662
- 100.112196896
- 0
- 0
- 0.327674426304
- 13.9897528763
- 0
- 0
- 1.84465053476
- -91.1732439979
- 0
- 0
- - 9.5
- 0.432985285958
- 98.4250410328
- 0
- 0
- 0.442677738799
- 11.6057820992
- 0
- 0
- 1.82413976128
- -91.5567818355
- 0
- 0
- - 10
- 0.505473014633
- 97.2257712184
- 0
- 0
- 0.538106553675
- 9.79445771308
- 0
- 0
- 1.76216522998
- -91.7041230218
- 0
- 0
- - 11
- 0.621151066365
... truncated (9901 total lines)20_generic_objects.yml — 9901 lines
Semantic Validation (Pre-Statics)
7 of 9 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 3DBuoys | 30 | 0 | 0 | 0 | MATCH |
| Environment | 41 | 0 | 1 | 0 | MISSING |
| General | 26 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 37 | 0 | 0 | 0 | MATCH |
| Lines | 30 | 0 | 0 | 0 | MATCH |
| Links | 7 | 0 | 0 | 0 | MATCH |
| VesselTypes | 21 | 0 | 0 | 0 | MATCH |
| Vessels | 26 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Mooring | End A Tension | 1.19 | 1.19 | 0.00% | 1.19 | 0.00% | 0.00% | OK |
| End B Tension | 2.00 | 2.00 | 0.00% | 2.00 | 0.00% | 0.00% | OK |
| Max Tension | 2.00 | 2.00 | 0.00% | 2.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
H02 Jacket to semisub
Static Profile
Model Info
| Property | Value |
|---|
| File | H02 Jacket to semisub.dat |
| Size | 151 KB |
| Objects | 16 |
| Lines | 1 |
| Links | 0 |
| Vessels | 2 |
| 6D Buoys | 0 |
| Statics Time | 0.354 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Cable | 170.0 | 148 | 3.0 | 3.8 | 3.8 | 0.06 |
Input Files
spec.yml (135.9 KB)
metadata:
name: h02_jacket_to_semisub
description: Extracted from H02 Jacket to semisub.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 80
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: JONSWAP
height: 10
period: 12
direction: 177.5
current:
direction: 182.5
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: null
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
WaterDepth: 80
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 177.5
WaveOrigin:
- 0
- 0
WaveTimeOrigin: -190
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 10
WaveTz: 12
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
HorizontalCurrentFactor: null
VerticalCurrentVariationMethod: Power law
CurrentSpeedAtSurface: 0.7
CurrentSpeedAtSeabed: 0
RefCurrentDirection: 182.5
CurrentExponent: 7
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: null
simulation:
stages:
- 10
- 60
time_step: 0.01
generic:
line_types:
- name: 60mm cable
category: General
outer_diameter: 0.06
inner_diameter: 0
mass_per_length: 0.00648
bending_stiffness:
- 0.6479999999999999
- null
axial_stiffness: 86.4e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: null
MinRadius:
- null
- null
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: null
InnerContactDiameter: null
ClashStiffness: 0
Ca:
- 1
- null
- 0
Cm:
- null
- null
- null
Cs: 0
Ce: 0
Cd:
- Generic Drag
- null
- 0.008
Cl: 0
NormalDragLiftDiameter: null
AxialDragLiftDiameter: null
StressOD: null
StressID: null
AllowableStress: null
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: null
RayleighDampingCoefficients: (no damping)
vessel_types:
- name: Jacket
length: 100
properties:
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: Circular
CurrentCoeffSymmetry: None
WindCoeffSymmetry: None
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught 1
Mass: 10e3
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 500e3
- 0
- 0
- - 0
- 7e6
- 0
- - 0
- 0
- 7e6
CentreOfMass:
- 0
- 0
- 0
DisplacementRAOs:
RAOOrigin:
- 0
- 0
- 0
PhaseOrigin:
- null
- null
- 0
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: []
... truncated (5804 total lines)spec.yml — 5804 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.01
LogPrecision: Single
TargetLogSampleInterval: 0.01
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 60
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.7 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: 'No'
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Power law
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
WaterDepth: 80.0
SeabedShearStiffness: 100.0
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
SeabedSlope: 0.0
WaveFrequencySpectrumDiscretisationMethod: Equal energy
SeabedNormalStiffness: 100.0
Density: 1.025
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 177.5
WaveOrigin:
- 0
- 0
WaveTimeOrigin: -190
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 10.0
WaveTz: 12.0
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
CurrentExponent: 7
CurrentSpeedAtSurface: 0.7
CurrentSpeedAtSeabed: 0
RefCurrentDirection: 182.5
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 62 lines
includes/20_generic_objects.yml (110.5 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: None
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.01
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Generic Drag
LineTypes:
- Name: 60mm cable
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.06
ID: 0.0
MassPerUnitLength: 0.00648
EI:
- 0.6479999999999999
- ~
EA: 86.4e3
VesselTypes:
- Name: Jacket
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: Circular
CurrentCoeffSymmetry: None
WindCoeffSymmetry: None
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught 1
Mass: 10e3
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 500e3
- 0
- 0
- - 0
- 7e6
- 0
- - 0
- 0
- 7e6
CentreOfMass:
- 0
- 0
- 0
DisplacementRAOs:
RAOOrigin:
- 0
- 0
- 0
PhaseOrigin:
- ~
- ~
- 0
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: []
LoadRAOs:
RAOOrigin:
- 0
- 0
- 0
PhaseOrigin:
- ~
- ~
- 0
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: []
WaveDriftQTFMethod: Newman's approximation
WaveDrift:
RAOOrigin:
- 0
- 0
- 0
RAOs:
- RAODirection: 0
RAOPeriodOrFrequency, RAOSurgeAmp, RAOSwayAmp, RAOHeaveAmp, RAORollAmp, RAOPitchAmp, RAOYawAmp: []
SumFrequencyQTFs:
RAOOrigin:
- 0
- 0
- 0
PhaseOrigin:
- ~
- ~
- ~
QTFCutoffPeriod: Infinity
? RAOPeriodOrFrequency1, RAOPeriodOrFrequency2, RAODirection1, RAODirection2,
RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase, RAOHeaveAmp, RAOHeavePhase,
RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase, RAOYawAmp, RAOYawPhase
: []
SeaStateRAOs:
SeaStateRAOInterpolationType: Position, direction and period
SeaStateRAOGradientType: Calculated
? SeaStateRAODirection, SeaStateRAOPeriodOrFrequency, SeaStateRAOX, SeaStateRAOY,
SeaStateRAOZ, SeaStateRAOPotentialAmp, SeaStateRAOPotentialPhase
: []
AMDMethod: Constant
ReferenceOrigin:
- 0
- 0
- 0
ReferenceOriginDatumPosition:
- 0
- 0
- 0
HydrostaticStiffnessMethod: Displacement
DisplacedVolume: ~
CentreOfBuoyancy:
- ~
- ~
- ~
HydrostaticStiffnessz, HydrostaticStiffnessRx, HydrostaticStiffnessRy:
- - 0
- 0
- 0
- - 0
- 0
- 0
- - 0
- 0
- 0
AMDTimeStep: ~
AddedMassMatrixX, AddedMassMatrixY, AddedMassMatrixZ, AddedMassMatrixRx, AddedMassMatrixRy, AddedMassMatrixRz:
- - 0
- 0
- 0
- 0
- 0
- 0
- - 0
- 0
- 0
- 0
- 0
- 0
- - 0
- 0
- 0
- 0
- 0
- 0
- - 0
- 0
- 0
- 0
- 0
- 0
- - 0
- 0
- 0
- 0
- 0
- 0
- - 0
- 0
- 0
- 0
- 0
- 0
DampingX, DampingY, DampingZ, DampingRx, DampingRy, DampingRz:
- - 0
- 0
- 0
- 0
- 0
- 0
- - 0
- 0
- 0
- 0
- 0
- 0
- - 0
- 0
- 0
- 0
- 0
- 0
- - 0
- 0
- 0
- 0
- 0
- 0
- - 0
- 0
- 0
- 0
- 0
- 0
... truncated (5693 total lines)20_generic_objects.yml — 5693 lines
Semantic Validation (Pre-Statics)
8 of 10 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| Environment | 43 | 0 | 1 | 1 | EXTRA |
| FrictionCoefficients | 1 | 0 | 0 | 0 | MATCH |
| General | 22 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 37 | 0 | 0 | 0 | MATCH |
| Lines | 30 | 0 | 0 | 0 | MATCH |
| Shapes | 25 | 0 | 0 | 0 | MATCH |
| VariableData | 2 | 0 | 0 | 0 | MATCH |
| VesselTypes | 48 | 0 | 0 | 0 | MATCH |
| Vessels | 48 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Cable | End A Tension | 3.04 | 3.04 | 0.00% | 3.04 | 0.00% | 0.00% | OK |
| End B Tension | 3.80 | 3.80 | 0.00% | 3.80 | 0.00% | 0.00% | OK |
| Max Tension | 3.80 | 3.80 | 0.00% | 3.80 | 0.00% | 0.00% | OK |
| Max Bending | 0.06 | 0.06 | 0.00% | 0.06 | 0.00% | 0.00% | OK |
F01 Lowered cone
Model Info
| Property | Value |
|---|
| File | F01 Lowered cone.dat |
| Size | 163 KB |
| Objects | 16 |
| Lines | 0 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 3 |
| Statics Time | 0.046 s |
Input Files
spec.yml (275.9 KB)
metadata:
name: f01_lowered_cone
description: Extracted from F01 Lowered cone.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 100
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Dean stream
height: 0
period: 10
direction: 180
current:
speed: 0
direction: 180
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: null
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
WaterDepth: 100
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180
WaveHeight: 0
WavePeriod: 10
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: null
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: null
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: null
simulation:
stages:
- 10
- 40
time_step: 0.1
generic:
vessel_types:
- name: Vessel Type1
length: 103
properties:
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- null
- null
- null
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
... truncated (11009 total lines)spec.yml — 11009 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 40
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedShearStiffness: 100.0
WaterDepth: 100.0
SeabedSlope: 0.0
SeabedNormalStiffness: 100.0
Density: 1.025
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180.0
WaveHeight: 0.0
WavePeriod: 10.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 60 lines
includes/20_generic_objects.yml (230.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMinDamping: 3
StaticsMaxDamping: 30
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
- 102.485459414
- 0
- 0
- 0.191658108974
- 17.7524728828
- 0
- 0
- 1.78684314
- -90.5857624761
- 0
- 0
- - 9
- 0.349074258662
- 100.112196896
- 0
- 0
- 0.327674426304
- 13.9897528763
- 0
- 0
- 1.84465053476
- -91.1732439979
- 0
- 0
- - 9.5
- 0.432985285958
- 98.4250410328
- 0
- 0
- 0.442677738799
- 11.6057820992
- 0
- 0
- 1.82413976128
- -91.5567818355
- 0
- 0
- - 10
- 0.505473014633
- 97.2257712184
- 0
- 0
- 0.538106553675
- 9.79445771308
- 0
- 0
- 1.76216522998
- -91.7041230218
- 0
- 0
- - 11
- 0.621151066365
- 95.6787828839
- 0
- 0
- 0.679539528729
- 7.16763100543
- 0
- 0
- 1.59103766017
- -91.5768972801
- 0
- 0
- - 12
- 0.705981559581
- 94.6838400676
- 0
- 0
- 0.772601902695
- 5.44212348444
- 0
- 0
- 1.41178421317
- -91.2799226172
- 0
- 0
- - 13
- 0.768780594848
- 93.9618041927
- 0
- 0
- 0.834135938155
- 4.27522510843
- 0
- 0
- 1.24597747438
- -91.0161432927
- 0
- 0
- - 14
- 0.814742800065
- 93.4001114594
- 0
- 0
- 0.876427569754
- 3.47995152836
- 0
- 0
- 1.10062114345
- -90.8088551201
- 0
- 0
- - 15
- 0.849607014056
- 92.9566394734
- 0
- 0
... truncated (10904 total lines)20_generic_objects.yml — 10904 lines
Semantic Validation (Pre-Statics)
6 of 7 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 101 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| General | 24 | 0 | 0 | 0 | MATCH |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| VesselTypes | 22 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
| Winches | 16 | 0 | 0 | 0 | MATCH |
A01 Lazy wave riser
Static Profile
Model Info
| Property | Value |
|---|
| File | A01 Lazy wave riser.dat |
| Size | 168 KB |
| Objects | 16 |
| Lines | 2 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 0 |
| Statics Time | 0.515 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| 10" Lazy Wave Distributed | 190.0 | 137 | 90.7 | 18.2 | 90.7 | 10.78 |
| 10" Lazy Wave Discrete | 190.0 | 167 | 90.7 | 18.7 | 90.7 | 10.88 |
Input Files
spec.yml (260.2 KB)
metadata:
name: tmpm1l2ipai
description: Extracted from tmpm1l2ipai.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 100
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Dean stream
height: 6
period: 7
direction: 90
current:
speed: 0.7
direction: 180
profile:
- [0, 1.0]
- [70, 0.9]
- [100, 0.3]
wind:
speed: 0
direction: 0
simulation:
stages:
- 7
- 35
time_step: 0.1
generic:
line_types:
- name: 10" flexible
category: General
outer_diameter: 0.3556
inner_diameter: 0.254
mass_per_length: 0.1842262
bending_stiffness:
- 124.86942768
- ~
axial_stiffness: 711.2e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: 5000
MinRadius:
- 3.675
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
- name: 10"+Floats
category: General
outer_diameter: 0.8073851720213842
inner_diameter: 0.254
mass_per_length: 0.3592915903022746
bending_stiffness:
- 124.86942768
- ~
axial_stiffness: 711.2e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: 5000
MinRadius:
- 3.675
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: 1.2
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.44180532849625226
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 10"+Floats drag
- ~
- 0.3876876940382452
Cl: 0
NormalDragLiftDiameter: 0.3556
AxialDragLiftDiameter: 0.3556
StressOD: 0.3556
StressID: 0.254
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 3
- Solid
- Aqua
vessel_types:
- name: Vessel Type1
length: 103
properties:
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
... truncated (10206 total lines)spec.yml — 10206 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: 'Yes'
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: 'No'
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 7
- 35
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
NorthDirection: 0
01_general.yml — 26 lines
includes/03_environment.yml (1.4 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100.0
NominalDepth: ~
SeabedSlopeDirection: 180
SeabedSlope: 0.0
SeabedModel: Elastic
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 90.0
WaveHeight: 6.0
WavePeriod: 7.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: 'No'
CurrentModel: Variation scheme
CurrentRamped: 'No'
CurrentApplyVerticalStretching: 'No'
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0.7
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1.0
- 0
IncludeVesselWindLoads: 'Yes'
IncludeLineWindLoads: 'Yes'
IncludeBuoyWindLoads: 'Yes'
IncludeBuoyWingWindLoads: 'Yes'
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0.0
WindDirection: 0.0
VerticalWindVariationFactor: ~03_environment.yml — 56 lines
includes/20_generic_objects.yml (219.8 KB)
LineTypes:
- CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: 5000
MinRadius:
- 3.675
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Name: 10" flexible
Category: General
OD: 0.3556
ID: 0.254
MassPerUnitLength: 0.1842262
EI:
- 124.86942768
- ~
EA: 711.2e3
- CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: 5000
MinRadius:
- 3.675
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: 1.2
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.44180532849625226
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 10"+Floats drag
- ~
- 0.3876876940382452
Cl: 0
NormalDragLiftDiameter: 0.3556
AxialDragLiftDiameter: 0.3556
StressOD: 0.3556
StressID: 0.254
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 3
- Solid
- Aqua
Name: 10"+Floats
Category: General
OD: 0.8073851720213842
ID: 0.254
MassPerUnitLength: 0.3592915903022746
EI:
- 124.86942768
- ~
EA: 711.2e3
VesselTypes:
- RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
- 102.485459414
- 0
- 0
- 0.191658108974
- 17.7524728828
- 0
- 0
- 1.78684314
- -90.5857624761
- 0
- 0
- - 9
- 0.349074258662
- 100.112196896
- 0
- 0
- 0.327674426304
- 13.9897528763
- 0
- 0
- 1.84465053476
- -91.1732439979
... truncated (10160 total lines)20_generic_objects.yml — 10160 lines
Semantic Validation (Pre-Statics)
7 of 9 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| ClumpTypes | 9 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| General | 22 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 75 | 0 | 0 | 0 | MATCH |
| Lines | 69 | 0 | 0 | 0 | MATCH |
| VariableData | 4 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| 10" Lazy Wave Distributed | End A Tension | 90.66 | 90.66 | 0.00% | -- | -- | -- | OK |
| End B Tension | 18.20 | 18.20 | 0.00% | -- | -- | -- | OK |
| Max Tension | 90.66 | 90.66 | 0.00% | -- | -- | -- | OK |
| Max Bending | 10.78 | 10.78 | 0.00% | -- | -- | -- | OK |
| 10" Lazy Wave Discrete | End A Tension | 90.66 | 90.66 | 0.00% | -- | -- | -- | OK |
| End B Tension | 18.72 | 18.72 | 0.00% | -- | -- | -- | OK |
| Max Tension | 90.66 | 90.66 | 0.00% | -- | -- | -- | OK |
| Max Bending | 10.88 | 10.88 | 0.00% | -- | -- | -- | OK |
A05 Lazy wave with FPSO
Static Profile
Model Info
| Property | Value |
|---|
| File | A05 Lazy wave with FPSO.dat |
| Size | 170 KB |
| Objects | 19 |
| Lines | 1 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 0 |
| Statics Time | 0.439 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Riser with Flexjoint | 5625.0 | 352 | 264.8 | 46.4 | 264.8 | 153.38 |
Input Files
spec.yml (302.9 KB)
metadata:
name: a05_lazy_wave_with_fpso
description: Extracted from A05 Lazy wave with FPSO.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 2950
density: 64
seabed:
slope: 0
stiffness:
normal: 25
shear: 3.5
waves:
type: Dean stream
height: 25
period: 18
direction: 180
current:
speed: 1
direction: 180
profile:
- - 0.0
- 3.6
- - 130.0
- 3.4
- - 260.0
- 3.0
- - 300.0
- 1.9
- - 350.0
- 1.0
- - 400.0
- 0.65
- - 590.0
- 0.4
- - 820.0
- 0.33
- - 2854.0
- 0.33
- - 2903.0
- 0.32
- - 2935.0
- 0.3
- - 2945.5
- 0.13
- - 2950.0
- 0.0
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 15e-6
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 64
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 2950
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 25
SeabedShearStiffness: 3.5
WaveTrains:
- Name: Wave
WaveType: Dean stream
WaveDirection: 180
WaveHeight: 25
WavePeriod: 18
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 1
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 3.6
- 0
- - 130
- 3.4
- 0
- - 260
- 3
- 0
- - 300
- 1.9
- 0
- - 350
- 1
- 0
- - 400
- 0.65
- 0
- - 590
- 0.4
- 0
- - 820
- 0.33
- 0
- - 2854
- 0.33
- 0
- - 2903
- 0.32
- 0
- - 2935
- 0.3
- 0
- - 2945.5
- 0.13
- 0
- - 2950
- 0
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.0799077895374654
AirSpeedOfSound: 1125.3280839895012
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
SeaSurfacePen:
- 1
- Solid
- $FCFC54
SeabedPen:
- 1
- Solid
- $004498
simulation:
stages:
- 18
- 144
time_step: 0.1
generic:
line_types:
- name: Flex joint
category: Homogeneous pipe
outer_diameter: 1
inner_diameter: 0.833333333333333
properties:
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: Generic Drag
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.3
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0.00833333333333326
APIRP2RDSMYS: 9403.2
Pen:
- 2
- Solid
- $FFFF80
- name: Lazy Straked
category: Homogeneous pipe
outer_diameter: 1
inner_diameter: 0.833333333333333
properties:
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
... truncated (10327 total lines)spec.yml — 10327 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: spec.yml
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.8 KB)
General:
UnitsSystem: User
LengthUnits: ft
MassUnits: lb
ForceUnits: kpf
g: 32.1740485564304
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 18
- 144
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 29 lines
includes/03_environment.yml (1.9 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 15e-6
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.0799077895374654
AirSpeedOfSound: 1125.3280839895012
VerticalWindVariationFactor: ~
SeabedSlope: 0.0
SeabedNormalStiffness: 25.0
SeabedShearStiffness: 3.5
Density: 64.0
SeabedOriginDepth: 2950.0
WaveTrains:
- Name: Wave
WaveType: Dean stream
WaveDirection: 180.0
WaveHeight: 25.0
WavePeriod: 18.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 1.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 3.6
- 0
- - 130.0
- 3.4
- 0
- - 260.0
- 3.0
- 0
- - 300.0
- 1.9
- 0
- - 350.0
- 1.0
- 0
- - 400.0
- 0.65
- 0
- - 590.0
- 0.4
- 0
- - 820.0
- 0.33
- 0
- - 2854.0
- 0.33
- 0
- - 2903.0
- 0.32
- 0
- - 2935.0
- 0.3
- 0
- - 2945.5
- 0.13
- 0
- - 2950.0
- 0.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 94 lines
includes/20_generic_objects.yml (260.0 KB)
General:
UnitsSystem: User
LengthUnits: ft
MassUnits: lb
ForceUnits: kpf
g: 32.1740485564304
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Generic Drag
- IndependentValue, DependentValue:
- - 10e3
- 1.44286712598425
- - 50e3
- 1.44286712598425
- - 240e3
- 1.44286712598425
- - 255e3
- 1.43384212598425
- - 300e3
- 1.40676712598425
- - 340e3
- 1.30749212598425
- - 380e3
- 1.08186712598425
- - 425e3
- 0.738917125984252
- - 510e3
- 0.720867125984252
- - 600e3
- 0.738917125984252
- - 675e3
- 0.793067125984252
- - 850e3
- 0.874292125984252
- - 1.3e6
- 0.973567125984252
- - 1.7e6
- 0.991617125984252
- - 8.5e6
- 0.991617125984252
- - 25e6
- 0.991617125984252
Name: Lazy Buoyed drag
Coatingsorlinings:
- LayerThickness, LayerMaterialDensity:
- - 0.0196850393700787
- 50.0000000000001
- - 0.077
- 70.0000000000001
Name: Coating and Strakes
Bendingconnectionstiffness:
- IndependentValue, DependentValue:
- - 0
- 0
- - 0.02
- 0.9764475
- - 0.04
- 1.753059
- - 0.06
- 2.43877725
- - 0.08
- 3.06734925
- - 0.1
- 3.3656385
- - 0.2
- 6.0274935
- - 0.3
- 8.2792185
- - 0.4
- 10.307976
- - 0.5
- 12.1872135
- - 0.6
- 13.9558335
- - 0.7
- 15.6377235
- - 0.8
- 17.248896
- - 0.9
- 18.8007435
- - 1
- 20.301771
- - 2
- 33.544896
- - 3
- 44.875446
- - 4
- 55.084071
- - 5
- 64.540896
- - 6
- 73.441221
- - 7
- 81.904746
- - 8
- 90.012321
- - 10
- 105.393771
- - 12
- 119.870121
- - 15
- 140.313621
Name: Flexjoint Stiffness
LineTypes:
- Name: Flex joint
Category: Homogeneous pipe
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: Generic Drag
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.3
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0.00833333333333326
APIRP2RDSMYS: 9403.2
Pen:
- 2
- Solid
- $FFFF80
OD: 1.0
ID: 0.833333333333333
- Name: Lazy Straked
Category: Homogeneous pipe
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: 1.6
Cdz: 0.25
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.3
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: Coating and Strakes
LiningThickness: 0.01
LiningMaterialDensity: 30
AdditionalEI: 0
APIRP2RDTcorr: 0.00833333333333326
APIRP2RDSMYS: 9403.2
Pen:
- 2
- Solid
- $FFFF80
OD: 1.0
ID: 0.833333333333333
- Name: Lazy Bare
Category: Homogeneous pipe
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: Generic Drag
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.3
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0.02
CoatingMaterialDensity: 50.0000000000001
LiningThickness: 0.01
LiningMaterialDensity: 30
AdditionalEI: 0
APIRP2RDTcorr: 0.00833333333333326
APIRP2RDSMYS: 9403.2
Pen:
- 2
- Solid
- $FFFF80
OD: 1.0
ID: 0.833333333333333
- Name: Lazy Buoyed
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.3
ExpansionTable: None
GJ: 86.5612332305335e3
TensionTorqueCoupling: 0
OuterContactDiameter: 6.39763779527559
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0.598266961162241
- ~
- 0.401733038837759
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Lazy Buoyed drag
- ~
- 0.100807126929134
Cl: 0
NormalDragLiftDiameter: 1.04
AxialDragLiftDiameter: 1.04
StressOD: 1
StressID: 0.833333333333333
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
APIRP2RDTcorr: 0.00833333333333326
APIRP2RDSMYS: 9403.2
Pen:
- 4
- Solid
- Red
OD: 2.22863108489382
ID: 0.813333333333333
MassPerUnitLength: 198.623920105366
... truncated (10142 total lines)20_generic_objects.yml — 10142 lines
Semantic Validation (Pre-Statics)
8 of 10 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| CodeChecks | 1 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 3 | 0 | MISSING |
| General | 26 | 0 | 6 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 121 | 0 | 0 | 0 | MATCH |
| Lines | 34 | 0 | 0 | 0 | MATCH |
| Shapes | 12 | 0 | 0 | 0 | MATCH |
| VariableData | 8 | 0 | 0 | 0 | MATCH |
| VesselTypes | 23 | 0 | 0 | 0 | MATCH |
| Vessels | 25 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Riser with Flexjoint | End A Tension | 264.79 | 264.79 | 0.00% | 264.79 | 0.00% | 0.00% | OK |
| End B Tension | 46.43 | 46.43 | 0.00% | 46.43 | 0.00% | 0.00% | OK |
| Max Tension | 264.79 | 264.79 | 0.00% | 264.79 | 0.00% | 0.00% | OK |
| Max Bending | 153.38 | 153.38 | 0.00% | 153.38 | 0.00% | 0.00% | OK |
C05 Single point mooring
Static Profile
Model Info
| Property | Value |
|---|
| File | C05 Single point mooring.dat |
| Size | 174 KB |
| Objects | 16 |
| Lines | 4 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 0 |
| Statics Time | 0.209 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Top line | 40.0 | 8 | 1899.9 | 1779.5 | 1899.9 | 0.00 |
| Mooring 1 | 1200.0 | 30 | 1605.7 | 673.3 | 1605.7 | 0.00 |
| Mooring 2 | 1200.0 | 30 | 1045.1 | 200.7 | 1045.1 | 0.00 |
| Mooring 3 | 1200.0 | 30 | 1064.6 | 214.5 | 1064.6 | 0.00 |
Input Files
spec.yml (262.8 KB)
metadata:
name: c05_single_point_mooring
description: Extracted from C05 Single point mooring.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 220
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: JONSWAP
height: 10
period: 13
direction: 180
current:
speed: 1
direction: 150
profile:
- - 0.0
- 1.0
- - 220.0
- 0.45
wind:
speed: 35
direction: 210
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: null
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
WaterDepth: 220
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Partially specified
WaveHs: 10
WaveTz: 13
WaveGamma: 3.3
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: null
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 1
RefCurrentDirection: 150
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 220
- 0.45
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: API spectrum
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpectrumElevation: null
WindSpectrumFMin: 0
WindSpectrumFMax: Infinity
WindTimeOrigin: 0
WindSeed: 436212347
NumberOfWindComponents: 1000
WindSpeed: 35
WindDirection: 210
VerticalWindVariationFactor: null
simulation:
stages:
- 100
- 3600
time_step: 0.1
generic:
line_types:
- name: 5" chain
category: General
outer_diameter: 0.23814
inner_diameter: 0
mass_per_length: 0.3476844
bending_stiffness:
- 0
- null
axial_stiffness: 1.603476e6
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: null
MinRadius:
- null
- null
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: 0.4536
InnerContactDiameter: null
ClashStiffness: 0
Ca:
- 1
- null
- 0.07
Cm:
- null
- null
- null
Cs: 0
Ce: 0
Cd:
- 1
- null
- 0.4
Cl: 0
NormalDragLiftDiameter: 0.28476
AxialDragLiftDiameter: 0.024064227395494575
StressOD: null
StressID: null
AllowableStress: null
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: null
RayleighDampingCoefficients: (no damping)
- name: 275mm PE
category: General
outer_diameter: 0.23650000000000002
inner_diameter: 0
mass_per_length: 0.06033362500000001
bending_stiffness:
- 0
- null
axial_stiffness: 82.43125000000001e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: null
MinRadius:
- null
- null
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: null
InnerContactDiameter: null
ClashStiffness: 0
Ca:
- 1
- null
- 0
Cm:
- null
- null
- null
Cs: 0
... truncated (10219 total lines)spec.yml — 10219 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 100
- 3600
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (2.0 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: API spectrum
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
KinematicStretchingMethod: Vertical stretching
WaveFrequencySpectrumDiscretisationMethod: Equal energy
SeabedSlope: 0.0
SeabedNormalStiffness: 100.0
WaterDepth: 220.0
SeabedShearStiffness: 100.0
UserSpecifiedRandomWaveSeeds: false
WindTimeOrigin: 0
WindSpectrumFMax: Infinity
WindSeed: 436212347
WindSpectrumFMin: 0
NumberOfWindComponents: 1000
WindSpectrumElevation: ~
Density: 1.025
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Partially specified
WaveHs: 10.0
WaveTz: 13.0
WaveGamma: 3.3
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
RefCurrentSpeed: 1.0
RefCurrentDirection: 150.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 220.0
- 0.45
- 0
WindSpeed: 35.0
WindDirection: 210.003_environment.yml — 74 lines
includes/20_generic_objects.yml (220.1 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: 5" chain
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: 0.4536
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.07
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1
- ~
- 0.4
Cl: 0
NormalDragLiftDiameter: 0.28476
AxialDragLiftDiameter: 0.024064227395494575
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.23814
ID: 0.0
MassPerUnitLength: 0.3476844
EI:
- 0
- ~
EA: 1.603476e6
- Name: 275mm PE
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Blue
OD: 0.23650000000000002
ID: 0.0
MassPerUnitLength: 0.06033362500000001
EI:
- 0
- ~
EA: 82.43125000000001e3
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
... truncated (10090 total lines)20_generic_objects.yml — 10090 lines
Semantic Validation (Pre-Statics)
7 of 8 sections match, 0 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 3DBuoys | 15 | 0 | 0 | 0 | MATCH |
| Environment | 50 | 0 | 0 | 0 | MATCH |
| General | 22 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 75 | 0 | 0 | 0 | MATCH |
| Lines | 122 | 0 | 0 | 0 | MATCH |
| VesselTypes | 21 | 0 | 0 | 0 | MATCH |
| Vessels | 25 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Top line | End A Tension | 1899.93 | 1899.93 | 0.00% | 1899.93 | 0.00% | 0.00% | OK |
| End B Tension | 1779.53 | 1779.53 | 0.00% | 1779.53 | 0.00% | 0.00% | OK |
| Max Tension | 1899.93 | 1899.93 | 0.00% | 1899.93 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring 1 | End A Tension | 1605.74 | 1605.74 | 0.00% | 1605.74 | 0.00% | 0.00% | OK |
| End B Tension | 673.31 | 673.31 | 0.00% | 673.31 | 0.00% | 0.00% | OK |
| Max Tension | 1605.74 | 1605.74 | 0.00% | 1605.74 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring 2 | End A Tension | 1045.13 | 1045.13 | 0.00% | 1045.13 | 0.00% | 0.00% | OK |
| End B Tension | 200.68 | 200.68 | 0.00% | 200.68 | 0.00% | 0.00% | OK |
| Max Tension | 1045.13 | 1045.13 | 0.00% | 1045.13 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring 3 | End A Tension | 1064.59 | 1064.59 | 0.00% | 1064.59 | 0.00% | 0.00% | OK |
| End B Tension | 214.49 | 214.49 | 0.00% | 214.49 | 0.00% | 0.00% | OK |
| Max Tension | 1064.59 | 1064.59 | 0.00% | 1064.59 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
A01 Pliant wave riser
Static Profile
Model Info
| Property | Value |
|---|
| File | A01 Pliant wave riser.dat |
| Size | 180 KB |
| Objects | 26 |
| Lines | 4 |
| Links | 1 |
| Vessels | 1 |
| 6D Buoys | 1 |
| Statics Time | 0.883 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| 10" Pliant Simple | 232.5 | 126 | 116.6 | 28.7 | 116.6 | 36.27 |
| 10" Pliant Detailed Up | 175.5 | 92 | 116.7 | 98.1 | 116.7 | 42.24 |
| 10" Pliant Detailed Dn | 56.0 | 32 | 41.2 | 27.8 | 41.2 | 37.23 |
| Tether Pliant Detailed | 9.7 | 10 | 59.7 | 62.6 | 62.6 | 0.00 |
Input Files
spec.yml (267.8 KB)
metadata:
name: tmpbvr2y_6r
description: Extracted from tmpbvr2y_6r.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 100
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Dean stream
height: 6
period: 7
direction: 270
current:
speed: 0.7
direction: 270
profile:
- [0, 1.0]
- [70, 0.9]
- [100, 0.3]
wind:
speed: 0
direction: 0
simulation:
stages:
- 7
- 35
time_step: 0.1
generic:
line_types:
- name: 10"Product
category: General
outer_diameter: 0.3926
inner_diameter: 0.254
mass_per_length: 0.22135
bending_stiffness:
- 361.85
- ~
axial_stiffness: 650e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
- name: 10"P+SmallBuoys
category: General
outer_diameter: 0.8782653785730142
inner_diameter: 0.254
mass_per_length: 0.42525390999154283
bending_stiffness:
- 361.85
- ~
axial_stiffness: 650e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 1.2
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.4480455905969684
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 10"P+SmallBuoys drag
- ~
- 0.34635695364238406
Cl: 0
NormalDragLiftDiameter: 0.3926
AxialDragLiftDiameter: 0.3926
StressOD: 0.3926
StressID: 0.254
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 2
- Solid
- Red
- name: 10"P+BigBuoys
category: General
outer_diameter: 1.133219572368921
inner_diameter: 0.254
mass_per_length: 0.5863662556206354
bending_stiffness:
- 361.85
- ~
axial_stiffness: 650e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 1.45
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0.9999999999999998
- ~
- 0.4747947069217477
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 10"P+BigBuoys drag
- ~
- 0.5210536423841059
Cl: 0
NormalDragLiftDiameter: 0.3926
AxialDragLiftDiameter: 0.3926
StressOD: 0.3926
StressID: 0.254
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
... truncated (10479 total lines)spec.yml — 10479 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: 'Yes'
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: 'No'
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 7
- 35
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
NorthDirection: 0
01_general.yml — 26 lines
includes/03_environment.yml (1.4 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100.0
NominalDepth: ~
SeabedSlopeDirection: 180
SeabedSlope: 0.0
SeabedModel: Elastic
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 270.0
WaveHeight: 6.0
WavePeriod: 7.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: 'No'
CurrentModel: Variation scheme
CurrentRamped: 'No'
CurrentApplyVerticalStretching: 'No'
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0.7
RefCurrentDirection: 270.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1.0
- 0
IncludeVesselWindLoads: 'Yes'
IncludeLineWindLoads: 'Yes'
IncludeBuoyWindLoads: 'Yes'
IncludeBuoyWingWindLoads: 'Yes'
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0.0
WindDirection: 0.0
VerticalWindVariationFactor: ~03_environment.yml — 56 lines
includes/20_generic_objects.yml (226.2 KB)
LineTypes:
- CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Name: 10"Product
Category: General
OD: 0.3926
ID: 0.254
MassPerUnitLength: 0.22135
EI:
- 361.85
- ~
EA: 650e3
- CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 1.2
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.4480455905969684
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 10"P+SmallBuoys drag
- ~
- 0.34635695364238406
Cl: 0
NormalDragLiftDiameter: 0.3926
AxialDragLiftDiameter: 0.3926
StressOD: 0.3926
StressID: 0.254
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 2
- Solid
- Red
Name: 10"P+SmallBuoys
Category: General
OD: 0.8782653785730142
ID: 0.254
MassPerUnitLength: 0.42525390999154283
EI:
- 361.85
- ~
EA: 650e3
- CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 1.45
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0.9999999999999998
- ~
- 0.4747947069217477
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 10"P+BigBuoys drag
- ~
- 0.5210536423841059
Cl: 0
NormalDragLiftDiameter: 0.3926
AxialDragLiftDiameter: 0.3926
StressOD: 0.3926
StressID: 0.254
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 3
- Solid
- Lime
Name: 10"P+BigBuoys
Category: General
OD: 1.133219572368921
ID: 0.254
MassPerUnitLength: 0.5863662556206354
EI:
- 361.85
- ~
EA: 650e3
- CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Aqua
Name: Tether
Category: General
OD: 0.082
ID: 0.0
MassPerUnitLength: 0.036109
EI:
- 0
- ~
EA: 367.00000000000006e3
VesselTypes:
- RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
... truncated (10425 total lines)20_generic_objects.yml — 10425 lines
Semantic Validation (Pre-Statics)
9 of 11 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 21 | 0 | 0 | 0 | MATCH |
| ClumpTypes | 9 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| General | 22 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 151 | 0 | 0 | 0 | MATCH |
| Lines | 132 | 0 | 0 | 0 | MATCH |
| Links | 7 | 0 | 0 | 0 | MATCH |
| VariableData | 6 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| 10" Pliant Simple | End A Tension | 116.64 | 116.64 | 0.00% | -- | -- | -- | OK |
| End B Tension | 28.69 | 28.69 | 0.00% | -- | -- | -- | OK |
| Max Tension | 116.64 | 116.64 | 0.00% | -- | -- | -- | OK |
| Max Bending | 36.27 | 36.27 | 0.00% | -- | -- | -- | OK |
| 10" Pliant Detailed Up | End A Tension | 116.68 | 116.68 | 0.00% | -- | -- | -- | OK |
| End B Tension | 98.14 | 98.14 | 0.00% | -- | -- | -- | OK |
| Max Tension | 116.68 | 116.68 | 0.00% | -- | -- | -- | OK |
| Max Bending | 42.24 | 42.24 | 0.00% | -- | -- | -- | OK |
| 10" Pliant Detailed Dn | End A Tension | 41.16 | 41.16 | 0.00% | -- | -- | -- | OK |
| End B Tension | 27.81 | 27.81 | 0.00% | -- | -- | -- | OK |
| Max Tension | 41.16 | 41.16 | 0.00% | -- | -- | -- | OK |
| Max Bending | 37.23 | 37.23 | 0.00% | -- | -- | -- | OK |
| Tether Pliant Detailed | End A Tension | 59.70 | 59.70 | 0.00% | -- | -- | -- | OK |
| End B Tension | 62.56 | 62.56 | 0.00% | -- | -- | -- | OK |
| Max Tension | 62.56 | 62.56 | 0.00% | -- | -- | -- | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | -- | -- | -- | OK |
J01 Deployment with sub
Static Profile
Model Info
| Property | Value |
|---|
| File | J01 Deployment with sub.dat |
| Size | 185 KB |
| Objects | 33 |
| Lines | 4 |
| Links | 4 |
| Vessels | 1 |
| 6D Buoys | 3 |
| Statics Time | 2.102 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Subline | 50.0 | 25 | 6.2 | 6.1 | 6.2 | 0.03 |
| Sensor1 | 20.0 | 20 | 0.0 | 0.0 | 0.0 | 0.00 |
| Sensor2 | 20.0 | 20 | 0.0 | 0.0 | 0.0 | 0.00 |
| Baseline | 60.0 | 120 | 0.0 | 0.0 | 0.0 | 0.00 |
Input Files
spec.yml (281.7 KB)
metadata:
name: j01_deployment_with_sub
description: Extracted from J01 Deployment with sub.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 250
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Dean stream
height: 0
period: 8
direction: 180
current:
speed: 0.1
direction: 90
profile:
- - 0.0
- 1.0
- - 200.0
- 1.0
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 250
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
SeabedDamping: 100
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180
WaveHeight: 0
WavePeriod: 8
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0.1
RefCurrentDirection: 90
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 200
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.0012800000000000003
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
simulation:
stages:
- 10
- 5
- 30
- 5
- 60
generic:
line_types:
- name: Towline
category: General
outer_diameter: 0.04
inner_diameter: 0
mass_per_length: 0.0015000000000000002
bending_stiffness:
- 4.999999999999999
- ~
axial_stiffness: 2000
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
- name: Sensline
category: General
outer_diameter: 0.05
inner_diameter: 0
mass_per_length: 0.0015000000000000002
bending_stiffness:
- 0
- ~
axial_stiffness: 2000
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
... truncated (11092 total lines)spec.yml — 11092 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 5
- 30
- 5
- 60
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 28 lines
includes/03_environment.yml (1.6 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.0012800000000000003
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
SeabedSlope: 0.0
Density: 1.025
SeabedOriginDepth: 250.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180.0
WaveHeight: 0.0
WavePeriod: 8.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 0.1
RefCurrentDirection: 90.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 200.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (236.3 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
StartingVelocitySpeed: 1.4999999999999998
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Explicit time domain
AlwaysUseRecommendedTimeSteps: true
InnerTimeStep: 70e-6
TargetOuterTimeStep: 0.0021
RecommendedInnerTimeStepRatio: 10
RecommendedOuterTimeStepToInnerMultiple: 30
RecommendedOuterTimeStepToWavePeriodRatio: 40
TensionTargetDamping: 10
BendingTargetDamping: 10
TorsionTargetDamping: 10
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: Towline
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
OD: 0.04
ID: 0.0
MassPerUnitLength: 0.0015000000000000002
EI:
- 4.999999999999999
- ~
EA: 2000.0
- Name: Sensline
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
OD: 0.05
ID: 0.0
MassPerUnitLength: 0.0015000000000000002
EI:
- 0
- ~
EA: 2000.0
- Name: Basline
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
OD: 0.0019999999999999996
ID: 0.0
MassPerUnitLength: 200e-6
EI:
- 0
- ~
EA: 2000.0
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
... truncated (10960 total lines)20_generic_objects.yml — 10960 lines
Semantic Validation (Pre-Statics)
9 of 11 sections match, 2 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 3DBuoys | 32 | 0 | 0 | 0 | MATCH |
| 6DBuoys | 102 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 2 | 0 | MISSING |
| General | 30 | 0 | 5 | 2 | EXTRA |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 111 | 0 | 0 | 0 | MATCH |
| Lines | 153 | 0 | 0 | 0 | MATCH |
| Links | 32 | 0 | 0 | 0 | MATCH |
| Shapes | 48 | 0 | 0 | 0 | MATCH |
| VesselTypes | 21 | 0 | 0 | 0 | MATCH |
| Vessels | 28 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Subline | End A Tension | 6.20 | 6.20 | 0.00% | 6.20 | 0.00% | 0.00% | OK |
| End B Tension | 6.09 | 6.09 | 0.00% | 6.09 | 0.00% | 0.00% | OK |
| Max Tension | 6.20 | 6.20 | 0.00% | 6.20 | 0.00% | 0.00% | OK |
| Max Bending | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Sensor1 | End A Tension | 0.04 | 0.04 | 0.00% | 0.04 | 0.00% | 0.00% | OK |
| End B Tension | 0.04 | 0.04 | 0.00% | 0.04 | 0.00% | 0.00% | OK |
| Max Tension | 0.04 | 0.04 | 0.00% | 0.04 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Sensor2 | End A Tension | 0.05 | 0.05 | 0.00% | 0.05 | 0.00% | 0.00% | OK |
| End B Tension | 0.04 | 0.04 | 0.00% | 0.04 | 0.00% | 0.00% | OK |
| Max Tension | 0.05 | 0.05 | 0.00% | 0.05 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Baseline | End A Tension | 0.04 | 0.04 | 0.00% | 0.04 | 0.00% | 0.00% | OK |
| End B Tension | 0.04 | 0.04 | 0.00% | 0.04 | 0.00% | 0.00% | OK |
| Max Tension | 0.04 | 0.04 | 0.00% | 0.04 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
E05 Pipe davit lift
Static Profile
Model Info
| Property | Value |
|---|
| File | E05 Pipe davit lift.dat |
| Size | 187 KB |
| Objects | 17 |
| Lines | 1 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 0 |
| Statics Time | 0.125 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Pipeline | 300.0 | 150 | 0.0 | 3.4 | 3.4 | 24.09 |
Input Files
spec.yml (259.7 KB)
metadata:
name: e05_pipe_davit_lift
description: Extracted from E05 Pipe davit lift.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Dean stream
height: 0.75
period: 4.5
direction: 180.0
phase: 0
gamma: 3.3
current:
speed: 0.0
direction: 180.0
profile:
- - 0.0
- 1.0
- - 100.0
- 0.9
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180
WaveHeight: 0.75
WavePeriod: 4.5
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 0.9
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Shaded
DefaultShadedFillMode: Solid
DefaultShadedProjectionMode: Perspective
DefaultViewSize: 220
DefaultViewCentre:
- -79.87990171331724
- 75.33996561514216
- -31.9934255504945
DefaultViewAzimuth: 329.3
DefaultViewElevation: 16.1
line_types:
- name: 16" pipe
properties:
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
category: Homogeneous pipe
outer_diameter: 0.4
inner_diameter: 0.36
vessel_types:
- name: Lay Vessel
properties:
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
... truncated (10150 total lines)spec.yml — 10150 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 5
- 5
- 300
- 300
- 5
- 200
- 5
- 85
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 31 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
SeabedSlope: 0.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180.0
WaveHeight: 0.75
WavePeriod: 4.5
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 0.9
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (217.4 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: 16" pipe
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
OD: 0.4
ID: 0.36
VesselTypes:
- Name: Lay Vessel
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
- 102.485459414
- 0
- 0
- 0.191658108974
- 17.7524728828
- 0
- 0
- 1.78684314
- -90.5857624761
- 0
- 0
- - 9
- 0.349074258662
- 100.112196896
- 0
- 0
- 0.327674426304
- 13.9897528763
- 0
- 0
- 1.84465053476
- -91.1732439979
- 0
- 0
- - 9.5
- 0.432985285958
- 98.4250410328
- 0
- 0
- 0.442677738799
- 11.6057820992
- 0
- 0
- 1.82413976128
- -91.5567818355
- 0
- 0
- - 10
- 0.505473014633
- 97.2257712184
- 0
- 0
- 0.538106553675
- 9.79445771308
- 0
- 0
- 1.76216522998
- -91.7041230218
- 0
- 0
- - 11
- 0.621151066365
- 95.6787828839
- 0
- 0
- 0.679539528729
- 7.16763100543
- 0
- 0
- 1.59103766017
- -91.5768972801
- 0
- 0
- - 12
- 0.705981559581
- 94.6838400676
- 0
- 0
- 0.772601902695
- 5.44212348444
- 0
- 0
- 1.41178421317
- -91.2799226172
- 0
- 0
- - 13
- 0.768780594848
- 93.9618041927
- 0
- 0
- 0.834135938155
- 4.27522510843
- 0
- 0
... truncated (9996 total lines)20_generic_objects.yml — 9996 lines
Semantic Validation (Pre-Statics)
7 of 9 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| General | 22 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 23 | 0 | 0 | 0 | MATCH |
| Lines | 33 | 0 | 0 | 0 | MATCH |
| Shapes | 36 | 0 | 0 | 0 | MATCH |
| VesselTypes | 23 | 0 | 0 | 0 | MATCH |
| Vessels | 26 | 0 | 0 | 0 | MATCH |
| Winches | 27 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Pipeline | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 3.35 | 3.35 | 0.00% | 3.35 | 0.00% | 0.00% | OK |
| Max Tension | 3.35 | 3.35 | 0.00% | 3.35 | 0.00% | 0.00% | OK |
| Max Bending | 24.09 | 24.09 | 0.00% | 24.09 | 0.00% | 0.00% | OK |
E01 Simple geometry stinger
Static Profile
Model Info
| Property | Value |
|---|
| File | E01 Simple geometry stinger.dat |
| Size | 198 KB |
| Objects | 12 |
| Lines | 1 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 0 |
| Statics Time | 0.742 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Pipe | 595.0 | 127 | 149.7 | 80.0 | 149.8 | 133.48 |
Input Files
spec.yml (256.8 KB)
metadata:
name: e01_simple_geometry_stinger
description: Extracted from E01 Simple geometry stinger.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: JONSWAP
height: 1.0
period: 4.0
direction: 135.0
phase: 0
gamma: 3.3
current:
speed: 0.5
direction: 160.0
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 135
WaveOrigin:
- 0
- 0
WaveTimeOrigin: -10.5e3
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 1
WaveTz: 4
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0.5
RefCurrentDirection: 160
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Wire frame
DefaultViewSize: 456.192
DefaultViewCentre:
- -103.45202421303344
- 0
- -51.4739865771812
DefaultViewAzimuth: 270
DefaultViewElevation: 0
line_types:
- name: 250mm OD x 15mm WT Steel Pipe
properties:
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
category: Homogeneous pipe
outer_diameter: 0.25
inner_diameter: 0.22
vessel_types:
- name: Vessel Type1
properties:
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
... truncated (10007 total lines)spec.yml — 10007 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 6
- 150
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.8 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedNormalStiffness: 100.0
SeabedSlope: 0.0
KinematicStretchingMethod: Vertical stretching
WaveFrequencySpectrumDiscretisationMethod: Equal energy
UserSpecifiedRandomWaveSeeds: false
SeabedShearStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 135.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: -10.5e3
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 1.0
WaveTz: 4.0
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
RefCurrentSpeed: 0.5
RefCurrentDirection: 160.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 68 lines
includes/20_generic_objects.yml (214.9 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: 250mm OD x 15mm WT Steel Pipe
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
OD: 0.25
ID: 0.22
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
- 102.485459414
- 0
- 0
- 0.191658108974
- 17.7524728828
- 0
- 0
- 1.78684314
- -90.5857624761
- 0
- 0
- - 9
- 0.349074258662
- 100.112196896
- 0
- 0
- 0.327674426304
- 13.9897528763
- 0
- 0
- 1.84465053476
- -91.1732439979
- 0
- 0
- - 9.5
- 0.432985285958
- 98.4250410328
- 0
- 0
- 0.442677738799
- 11.6057820992
- 0
- 0
- 1.82413976128
- -91.5567818355
- 0
- 0
- - 10
- 0.505473014633
- 97.2257712184
- 0
- 0
- 0.538106553675
- 9.79445771308
- 0
- 0
- 1.76216522998
- -91.7041230218
- 0
- 0
- - 11
- 0.621151066365
- 95.6787828839
- 0
- 0
- 0.679539528729
- 7.16763100543
- 0
- 0
- 1.59103766017
- -91.5768972801
- 0
- 0
- - 12
- 0.705981559581
- 94.6838400676
- 0
- 0
- 0.772601902695
- 5.44212348444
- 0
- 0
- 1.41178421317
- -91.2799226172
- 0
- 0
- - 13
- 0.768780594848
- 93.9618041927
- 0
- 0
- 0.834135938155
- 4.27522510843
- 0
- 0
... truncated (9858 total lines)20_generic_objects.yml — 9858 lines
Semantic Validation (Pre-Statics)
6 of 8 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| Environment | 43 | 0 | 1 | 0 | MISSING |
| General | 22 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 23 | 0 | 0 | 0 | MATCH |
| Lines | 31 | 0 | 0 | 0 | MATCH |
| SupportTypes | 8 | 0 | 0 | 0 | MATCH |
| VesselTypes | 21 | 0 | 0 | 0 | MATCH |
| Vessels | 32 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Pipe | End A Tension | 149.75 | 149.75 | 0.00% | 149.75 | 0.00% | 0.00% | OK |
| End B Tension | 79.97 | 79.97 | 0.00% | 79.97 | 0.00% | 0.00% | OK |
| Max Tension | 149.76 | 149.76 | 0.00% | 149.76 | 0.00% | 0.00% | OK |
| Max Bending | 133.48 | 133.48 | 0.00% | 133.48 | 0.00% | 0.00% | OK |
F04 Payload transfer
Static Profile
Model Info
| Property | Value |
|---|
| File | F04 Payload transfer.dat |
| Size | 199 KB |
| Objects | 44 |
| Lines | 1 |
| Links | 4 |
| Vessels | 2 |
| 6D Buoys | 1 |
| Statics Time | 0.090 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Crane Wire | 30.0 | 15 | 606.0 | 598.2 | 606.0 | 0.00 |
Input Files
spec.yml (275.3 KB)
metadata:
name: f04_payload_transfer
description: Extracted from F04 Payload transfer.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: JONSWAP
height: 1.0
period: 8.0
direction: 270.0
phase: 0
gamma: 3.3
current:
speed: 0.0
direction: 180.0
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 270
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 1
WaveTz: 8
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
line_types:
- name: Crane wire type
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Aqua
category: General
outer_diameter: 0.16000000000000003
inner_diameter: 0.0
mass_per_length: 0.15958800000000004
bending_stiffness:
- 0
- ~
axial_stiffness: 1.6160000000000002e6
vessel_types:
- name: Vessel type1
properties:
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
... truncated (10968 total lines)spec.yml — 10968 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.02
LogPrecision: Single
TargetLogSampleInterval: 0.02
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 140
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.8 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
KinematicStretchingMethod: Vertical stretching
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
UserSpecifiedRandomWaveSeeds: false
SeabedSlope: 0.0
WaveFrequencySpectrumDiscretisationMethod: Equal energy
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 270.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 1.0
WaveTz: 8.0
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 68 lines
includes/20_generic_objects.yml (229.8 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Payoutrate:
- DataSource: Internal
IndependentValue, DependentValue:
- - -10
- 0
- - 95
- 0
- - 100
- 0.4
- - 120
- 0.4
- - 125
- 0
- - 140
- 0
Name: Payout rate1
LineTypes:
- Name: Crane wire type
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Aqua
OD: 0.16000000000000003
ID: 0.0
MassPerUnitLength: 0.15958800000000004
EI:
- 0
- ~
EA: 1.6160000000000002e6
VesselTypes:
- Name: Vessel type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
- 102.485459414
- 0
- 0
- 0.191658108974
- 17.7524728828
- 0
- 0
- 1.78684314
- -90.5857624761
- 0
- 0
- - 9
- 0.349074258662
- 100.112196896
- 0
- 0
- 0.327674426304
- 13.9897528763
- 0
- 0
- 1.84465053476
- -91.1732439979
- 0
- 0
- - 9.5
- 0.432985285958
- 98.4250410328
- 0
- 0
- 0.442677738799
- 11.6057820992
- 0
- 0
- 1.82413976128
- -91.5567818355
... truncated (10806 total lines)20_generic_objects.yml — 10806 lines
Semantic Validation (Pre-Statics)
13 of 14 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 3DBuoys | 15 | 0 | 0 | 0 | MATCH |
| 6DBuoys | 39 | 0 | 0 | 0 | MATCH |
| Constraints | 68 | 0 | 0 | 0 | MATCH |
| Environment | 43 | 0 | 1 | 0 | MISSING |
| FrictionCoefficients | 1 | 0 | 0 | 0 | MATCH |
| General | 22 | 0 | 0 | 0 | MATCH |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 38 | 0 | 0 | 0 | MATCH |
| Lines | 31 | 0 | 0 | 0 | MATCH |
| Links | 24 | 0 | 0 | 0 | MATCH |
| Shapes | 148 | 0 | 0 | 0 | MATCH |
| VariableData | 3 | 0 | 0 | 0 | MATCH |
| VesselTypes | 24 | 0 | 0 | 0 | MATCH |
| Vessels | 50 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Crane Wire | End A Tension | 606.03 | 606.03 | 0.00% | 606.03 | 0.00% | 0.00% | OK |
| End B Tension | 598.21 | 598.21 | 0.00% | 598.21 | 0.00% | 0.00% | OK |
| Max Tension | 606.03 | 606.03 | 0.00% | 606.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
I01 Streamer array
Static Profile
Model Info
| Property | Value |
|---|
| File | I01 Streamer array.dat |
| Size | 202 KB |
| Objects | 38 |
| Lines | 11 |
| Links | 1 |
| Vessels | 1 |
| 6D Buoys | 1 |
| Statics Time | 0.382 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Leader A | 120.0 | 12 | 4.2 | 20.9 | 21.4 | 0.01 |
| Array A | 170.0 | 34 | 11.1 | 10.1 | 11.1 | 0.00 |
| Div Line | 13.0 | 6 | 21.6 | 21.6 | 21.6 | 0.00 |
| Array B | 170.0 | 34 | 11.2 | 10.2 | 11.2 | 0.00 |
| Leader B | 80.0 | 16 | 16.9 | 16.8 | 16.9 | 0.00 |
| Spreader | 60.0 | 12 | 6.0 | 6.1 | 6.1 | 0.00 |
| Gun Umbilical | 80.0 | 19 | 6.0 | 5.1 | 6.0 | 0.00 |
| Diverter Ballast Unit | 2.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Diverter Ballast Unit1 | 2.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Diverter Ballast Unit2 | 2.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Diverter Ballast Unit3 | 2.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
Input Files
spec.yml (286.7 KB)
metadata:
name: i01_streamer_array
description: Extracted from I01 Streamer array.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Dean stream
height: 2.0
period: 6.0
direction: 180.0
phase: 0
gamma: 3.3
current:
speed: 2.0
direction: 180.0
profile:
- - 0.0
- 1.0
- - 100.0
- 0.9
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180
WaveHeight: 2
WavePeriod: 6
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 2
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 0.9
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
SeaSurfacePen:
- 1
- Solid
- $FCFC54
SeabedPen:
- 1
- Solid
- $004498
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Wire frame
DefaultViewSize: 348.99598393574297
DefaultViewCentre:
- -27.062841419498284
- -62.28086517737271
- -2.6762920315323414e-15
DefaultViewAzimuth: 270
DefaultViewElevation: 90
line_types:
- name: Streamer
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.5
- ~
- 0.01
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
category: General
outer_diameter: 0.07999999999999999
inner_diameter: 0.0
mass_per_length: 0.00515
bending_stiffness:
- 0.019999999999999997
- ~
axial_stiffness: 2000.0
- name: Lead-in
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
... truncated (11271 total lines)spec.yml — 11271 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.02
LogPrecision: Single
TargetLogSampleInterval: 0.02
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 6
- 30
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedNormalStiffness: 100.0
SeabedSlope: 0.0
SeabedShearStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180.0
WaveHeight: 2.0
WavePeriod: 6.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 2.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 0.9
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (239.6 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: Streamer
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.5
- ~
- 0.01
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.07999999999999999
ID: 0.0
MassPerUnitLength: 0.00515
EI:
- 0.019999999999999997
- ~
EA: 2000.0
- Name: Lead-in
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.5
- ~
- 0.01
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $40FF00
OD: 0.05
ID: 0.0
MassPerUnitLength: 0.0059
EI:
- 0.019999999999999997
- ~
EA: 5000.0
- Name: Warp
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.5
- ~
- 0.01
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $FF80FF
OD: 0.025
ID: 0.0
MassPerUnitLength: 736e-6
EI:
- 0
- ~
EA: 2500.0
- Name: Gun umb
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.5
- ~
- 0.01
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $FF8000
OD: 0.05
ID: 0.0
MassPerUnitLength: 0.0059
EI:
- 0.04
- ~
EA: 6000.0
- Name: Diverter base
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.2
ID: 0.0
MassPerUnitLength: 0.3
EI:
- 0
- ~
EA: 1.0
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
... truncated (11093 total lines)
20_generic_objects.yml — 11093 lines
Semantic Validation (Pre-Statics)
9 of 12 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 3DBuoys | 60 | 0 | 0 | 0 | MATCH |
| 6DBuoys | 22 | 0 | 0 | 0 | MATCH |
| ClumpTypes | 9 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 3 | 0 | MISSING |
| General | 22 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 188 | 0 | 0 | 0 | MATCH |
| Lines | 338 | 0 | 1 | 0 | COSMETIC |
| Links | 8 | 0 | 0 | 0 | MATCH |
| VesselTypes | 21 | 0 | 0 | 0 | MATCH |
| Vessels | 26 | 0 | 0 | 0 | MATCH |
| WingTypes | 5 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Leader A | End A Tension | 4.20 | 4.20 | 0.00% | 4.20 | 0.00% | 0.00% | OK |
| End B Tension | 20.88 | 20.88 | 0.00% | 20.88 | 0.00% | 0.00% | OK |
| Max Tension | 21.42 | 21.42 | 0.00% | 21.42 | 0.00% | 0.00% | OK |
| Max Bending | 0.01 | 0.01 | 0.00% | 0.01 | 0.00% | 0.00% | OK |
| Array A | End A Tension | 11.07 | 11.07 | 0.00% | 11.07 | 0.00% | 0.00% | OK |
| End B Tension | 10.09 | 10.09 | 0.00% | 10.09 | 0.00% | 0.00% | OK |
| Max Tension | 11.07 | 11.07 | 0.00% | 11.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Div Line | End A Tension | 21.57 | 21.57 | 0.00% | 21.57 | 0.00% | 0.00% | OK |
| End B Tension | 21.64 | 21.64 | 0.00% | 21.64 | 0.00% | 0.00% | OK |
| Max Tension | 21.64 | 21.64 | 0.00% | 21.64 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Array B | End A Tension | 11.15 | 11.15 | 0.00% | 11.15 | 0.00% | 0.00% | OK |
| End B Tension | 10.17 | 10.17 | 0.00% | 10.17 | 0.00% | 0.00% | OK |
| Max Tension | 11.15 | 11.15 | 0.00% | 11.15 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Leader B | End A Tension | 16.94 | 16.94 | 0.00% | 16.94 | 0.00% | 0.00% | OK |
| End B Tension | 16.82 | 16.82 | 0.00% | 16.82 | 0.00% | 0.00% | OK |
| Max Tension | 16.94 | 16.94 | 0.00% | 16.94 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Spreader | End A Tension | 6.05 | 6.05 | 0.00% | 6.05 | 0.00% | 0.00% | OK |
| End B Tension | 6.07 | 6.07 | 0.00% | 6.07 | 0.00% | 0.00% | OK |
| Max Tension | 6.07 | 6.07 | 0.00% | 6.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Gun Umbilical | End A Tension | 6.02 | 6.02 | 0.00% | 6.02 | 0.00% | 0.00% | OK |
| End B Tension | 5.08 | 5.08 | 0.00% | 5.08 | 0.00% | 0.00% | OK |
| Max Tension | 6.02 | 6.02 | 0.00% | 6.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Diverter Ballast Unit | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Diverter Ballast Unit1 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Diverter Ballast Unit2 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Diverter Ballast Unit3 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
C06 CALM buoy
Static Profile
Model Info
| Property | Value |
|---|
| File | C06 CALM buoy.dat |
| Size | 218 KB |
| Objects | 26 |
| Lines | 8 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 2 |
| Statics Time | 1.005 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Mooring1 | 345.0 | 28 | 134.6 | 29.0 | 134.6 | 0.00 |
| Mooring2 | 345.0 | 28 | 124.9 | 23.2 | 124.9 | 0.00 |
| Mooring3 | 345.0 | 28 | 120.2 | 20.1 | 120.2 | 0.00 |
| Mooring4 | 345.0 | 28 | 133.1 | 27.9 | 133.1 | 0.00 |
| Mooring5 | 345.0 | 28 | 138.2 | 31.3 | 138.2 | 0.00 |
| Mooring6 | 345.0 | 28 | 123.2 | 22.0 | 123.2 | 0.00 |
| Loadhose | 120.0 | 150 | 57.5 | 37.1 | 57.5 | 12.70 |
| Hawser | 90.0 | 18 | 3.9 | 4.2 | 4.2 | 0.00 |
Input Files
spec.yml (286.9 KB)
metadata:
name: c06_calm_buoy
description: Extracted from C06 CALM buoy.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: User specified components
height: 0
period: 8
direction: 180.0
phase: 0
gamma: 3.3
current:
speed: 1.0
direction: 120.0
profile:
- - 0.0
- 0.39999999999999997
- - 45.0
- 0.39999999999999997
- - 100.0
- 0.19999999999999998
wind:
speed: 12.0
direction: 165.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
WaveTrains:
- Name: Wave 1
WaveType: User specified components
WaveDirection: 180
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveUserSpecifiedComponentPeriod, WaveUserSpecifiedComponentAmplitude, WaveUserSpecifiedComponentPhaseLag:
- - 10.84808201
- 0.070710678
- 188.2705824
- - 10.17778636
- 0.070710678
- 99.17491126
- - 9.816502594
- 0.070710678
- 21.38093756
- - 9.557142685
- 0.070710678
- 118.3984204
- - 9.351911242
- 0.070710678
- 166.9953549
- - 9.181761184
- 0.070710678
- 6.218749965
- - 9.03706157
- 0.070710678
- 125.3383448
- - 8.912115835
- 0.070710678
- 344.8540364
- - 8.80310542
- 0.070710678
- 192.8562529
- - 8.707219983
- 0.070710678
- 229.2120378
- - 8.622256095
- 0.070710678
- 336.336038
- - 8.546433805
- 0.070710678
- 229.1898588
- - 8.478278641
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- - 7.478945007
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- - 7.453402611
... truncated (11240 total lines)spec.yml — 11240 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 100
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (7.3 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: NPD spectrum
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedNormalStiffness: 100.0
SeabedSlope: 0.0
KinematicStretchingMethod: Vertical stretching
SeabedShearStiffness: 100.0
WindSpectrumElevation: ~
WindSpectrumFMax: Infinity
WindSpectrumFMin: 0
WindSeed: 12345
NumberOfWindComponents: 1000
WindTimeOrigin: 0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave 1
WaveType: User specified components
WaveDirection: 180.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveUserSpecifiedComponentPeriod, WaveUserSpecifiedComponentAmplitude, WaveUserSpecifiedComponentPhaseLag:
- - 10.84808201
- 0.070710678
- 188.2705824
- - 10.17778636
- 0.070710678
- 99.17491126
- - 9.816502594
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- 21.38093756
- - 9.557142685
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- 118.3984204
- - 9.351911242
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- 166.9953549
- - 9.181761184
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- 6.218749965
- - 9.03706157
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- 125.3383448
- - 8.912115835
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- 344.8540364
- - 8.80310542
- 0.070710678
- 192.8562529
- - 8.707219983
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- 229.2120378
- - 8.622256095
- 0.070710678
- 336.336038
- - 8.546433805
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- - 8.416589514
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- - 8.360355396
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- - 8.308751622
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- - 8.261089181
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- - 8.031528682
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- - 6.113166893
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- 269.57789
- - 6.036185427
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- 286.2289987
- - 5.95762968
- 0.070710678
- 330.8006775
- - 5.877502297
- 0.070710678
- 152.9675839
- - 5.795741971
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- 210.038136
- - 5.71223052
- 0.070710678
- 17.12355687
- - 5.626799851
- 0.070710678
- 274.5995105
- - 5.539236538
- 0.070710678
- 284.1525733
... truncated (338 total lines)03_environment.yml — 338 lines
includes/20_generic_objects.yml (234.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMinDamping: 1.5
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Generic Drag
LineTypes:
- Name: 2.5" Chain
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 0.2286
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.07
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1
- ~
- 0.4
Cl: 0
NormalDragLiftDiameter: 0.14351
AxialDragLiftDiameter: 0.012127606663602426
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $80FF00
OD: 0.120015
ID: 0.0
MassPerUnitLength: 0.088306275
EI:
- 0
- ~
EA: 407.25725e3
- Name: Hose
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 1.9499999284744263
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.64
ID: 0.5
MassPerUnitLength: 0.1821
EI:
- 75
- ~
EA: 17e3
- Name: HawserLine
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.009999999999999998
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- White
OD: 0.0765
ID: 0.0
MassPerUnitLength: 0.005245559999999999
EI:
- 0
- ~
EA: 955.8
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
... truncated (10800 total lines)20_generic_objects.yml — 10800 lines
Semantic Validation (Pre-Statics)
8 of 10 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 41 | 0 | 0 | 0 | MATCH |
| Constraints | 16 | 0 | 0 | 0 | MATCH |
| Environment | 47 | 1 | 0 | 0 | SIGNIFICANT |
| General | 23 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 113 | 0 | 0 | 0 | MATCH |
| Lines | 260 | 0 | 0 | 0 | MATCH |
| VariableData | 2 | 0 | 0 | 0 | MATCH |
| VesselTypes | 24 | 0 | 0 | 0 | MATCH |
| Vessels | 25 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Mooring1 | End A Tension | 134.60 | 134.34 | 0.19% | 134.34 | 0.19% | 0.00% | OK |
| End B Tension | 28.96 | 28.77 | 0.65% | 28.77 | 0.65% | 0.00% | OK |
| Max Tension | 134.60 | 134.34 | 0.19% | 134.34 | 0.19% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring2 | End A Tension | 124.89 | 124.47 | 0.34% | 124.47 | 0.34% | 0.00% | OK |
| End B Tension | 23.18 | 22.88 | 1.28% | 22.88 | 1.28% | 0.00% | WARN |
| Max Tension | 124.89 | 124.47 | 0.34% | 124.47 | 0.34% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring3 | End A Tension | 120.17 | 120.15 | 0.01% | 120.15 | 0.01% | 0.00% | OK |
| End B Tension | 20.09 | 20.06 | 0.14% | 20.06 | 0.14% | 0.00% | OK |
| Max Tension | 120.17 | 120.15 | 0.01% | 120.15 | 0.01% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring4 | End A Tension | 133.09 | 133.47 | 0.29% | 133.47 | 0.29% | 0.00% | OK |
| End B Tension | 27.92 | 28.18 | 0.91% | 28.18 | 0.91% | 0.00% | OK |
| Max Tension | 133.09 | 133.47 | 0.29% | 133.47 | 0.29% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring5 | End A Tension | 138.24 | 138.25 | 0.01% | 138.25 | 0.01% | 0.00% | OK |
| End B Tension | 31.34 | 31.37 | 0.10% | 31.37 | 0.10% | 0.00% | OK |
| Max Tension | 138.24 | 138.25 | 0.01% | 138.25 | 0.01% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring6 | End A Tension | 123.25 | 123.53 | 0.23% | 123.53 | 0.23% | 0.00% | OK |
| End B Tension | 22.03 | 22.27 | 1.09% | 22.27 | 1.09% | 0.00% | WARN |
| Max Tension | 123.25 | 123.53 | 0.23% | 123.53 | 0.23% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Loadhose | End A Tension | 57.50 | 57.53 | 0.04% | 57.53 | 0.04% | 0.00% | OK |
| End B Tension | 37.08 | 37.08 | 0.01% | 37.08 | 0.01% | 0.00% | OK |
| Max Tension | 57.50 | 57.53 | 0.04% | 57.53 | 0.04% | 0.00% | OK |
| Max Bending | 12.70 | 12.55 | 1.21% | 12.55 | 1.21% | 0.00% | WARN |
| Hawser | End A Tension | 3.91 | 3.87 | 0.90% | 3.87 | 0.90% | 0.00% | OK |
| End B Tension | 4.16 | 4.12 | 0.84% | 4.12 | 0.84% | 0.00% | OK |
| Max Tension | 4.16 | 4.12 | 0.84% | 4.12 | 0.84% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
F06 Spool piece manoeuvring
Static Profile
Model Info
| Property | Value |
|---|
| File | F06 Spool piece manoeuvring.dat |
| Size | 222 KB |
| Objects | 28 |
| Lines | 2 |
| Links | 5 |
| Vessels | 1 |
| 6D Buoys | 3 |
| Statics Time | 0.494 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Spool | 34.9 | 115 | 49.0 | 49.0 | 51.5 | 50.71 |
| Crane wire | 30.0 | 15 | 251.3 | 238.8 | 251.3 | 0.00 |
Input Files
spec.yml (280.3 KB)
metadata:
name: f06_spool_piece_manoeuvring
description: Extracted from F06 Spool piece manoeuvring.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Dean stream
height: 2.0
period: 7.0
direction: 180.0
phase: 0
gamma: 3.3
current:
speed: 0.0
direction: 180.0
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180
WaveHeight: 2
WavePeriod: 7
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMinDamping: 2
StaticsMaxDamping: 20
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
line_types:
- name: 10.75x0.19 Jumper No slam
properties:
MaterialDensity: 7.850000000000004
E: 211.99999999999997e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: Ca1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0
APIRP2RDSMYS: 359.9999999999999e3
category: Homogeneous pipe
outer_diameter: 0.273
inner_diameter: 0.242824
- name: 10.75x0.19 Jumper Slam
properties:
MaterialDensity: 7.850000000000004
E: 211.99999999999997e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: Ca1
Caz: 0
Cs: Ca Rate1
Ce: 2.5
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0
APIRP2RDSMYS: 359.9999999999999e3
category: Homogeneous pipe
outer_diameter: 0.273
inner_diameter: 0.242824
- name: Crane wire type
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
... truncated (11114 total lines)spec.yml — 11114 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.02
LogPrecision: Single
TargetLogSampleInterval: 0.02
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 55
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedSlope: 0.0
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180.0
WaveHeight: 2.0
WavePeriod: 7.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (234.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMinDamping: 2
StaticsMaxDamping: 20
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Carateclosetosurface:
- IndependentValue, DependentValue:
- - -1
- 0
- - -0.996
- 0.922
- - -0.947
- 0.862
- - -0.89
- 0.8
- - -0.844
- 0.755
- - -0.73
- 0.66
- - -0.625
- 0.573
- - -0.5
- 0.48
- - -0.36
- 0.398
- - -0.23
- 0.33
- - -0.15
- 0.29
- - -0.05
- 0.245
- - 0.043
- 0.21
- - 0.158
- 0.17
- - 0.255
- 0.141
- - 0.365
- 0.117
- - 0.483
- 0.1
- - 0.605
- 0.098
- - 0.718
- 0.115
- - 0.822
- 0.145
- - 0.892
- 0.194
- - 0.946
- 0.25
- - 0.977
- 0.31
- - 0.993
- 0.41
- - 1
- 0.48
- - 1.04
- 0.469
- - 1.13
- 0.415
- - 1.2
- 0.37
- - 1.28
- 0.328
- - 1.38
- 0.283
- - 1.47
- 0.244
- - 1.57
- 0.214
- - 1.67
- 0.183
- - 1.77
- 0.155
- - 1.88
- 0.133
- - 2
- 0.115
- - 2.12
- 0.1
- - 2.24
- 0.0839
- - 2.35
- 0.0741
- - 2.46
- 0.0679
- - 2.58
- 0.0618
- - 2.69
- 0.0556
- - 2.82
- 0.0494
- - 2.91
- 0.045
- - 3
- 0.04
- - 4
- 0
Name: Ca Rate1
Caclosetosurface:
- IndependentValue, DependentValue:
- - -1
- 0
- - -0.972
- 0.0282
- - -0.908
- 0.083
- - -0.848
- 0.13
- - -0.768
- 0.188
- - -0.691
- 0.237
- - -0.608
- 0.285
- - -0.53
- 0.329
- - -0.44
- 0.368
- - -0.342
- 0.41
- - -0.239
- 0.44
- - -0.137
- 0.473
- - -0.023
- 0.498
- - 0.088
- 0.52
- - 0.2
- 0.54
- - 0.316
- 0.553
- - 0.432
- 0.565
- - 0.547
- 0.579
- - 0.66
- 0.591
- - 0.774
- 0.604
- - 0.887
- 0.622
- - 0.991
- 0.647
- - 1.09
- 0.684
- - 1.18
- 0.721
- - 1.29
- 0.756
- - 1.39
- 0.787
- - 1.5
- 0.81
- - 1.61
- 0.832
- - 1.73
- 0.853
- - 1.84
- 0.869
- - 1.95
- 0.883
- - 2.06
- 0.897
- - 2.18
- 0.907
- - 2.3
- 0.918
- - 2.41
- 0.924
- - 2.53
- 0.931
- - 2.64
- 0.937
- - 2.75
- 0.943
- - 2.87
- 0.95
- - 2.99
- 0.951
- - 3
- 0.952
Name: Ca1
Payoutrate:
- DataSource: Internal
IndependentValue, DependentValue:
- - -10
- 0
- - 15
- 0
- - 20
- 0.5
- - 55
- 0.5
Name: Payout rate1
LineTypes:
- Name: 10.75x0.19 Jumper No slam
Category: Homogeneous pipe
MaterialDensity: 7.850000000000004
E: 211.99999999999997e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: Ca1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0
APIRP2RDSMYS: 359.9999999999999e3
OD: 0.273
ID: 0.242824
- Name: 10.75x0.19 Jumper Slam
Category: Homogeneous pipe
MaterialDensity: 7.850000000000004
E: 211.99999999999997e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: Ca1
Caz: 0
Cs: Ca Rate1
Ce: 2.5
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0
APIRP2RDSMYS: 359.9999999999999e3
OD: 0.273
ID: 0.242824
- Name: Crane wire type
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
... truncated (10967 total lines)20_generic_objects.yml — 10967 lines
Semantic Validation (Pre-Statics)
9 of 11 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 3DBuoys | 16 | 0 | 0 | 0 | MATCH |
| 6DBuoys | 65 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| General | 24 | 0 | 0 | 0 | MATCH |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 88 | 0 | 0 | 0 | MATCH |
| Lines | 54 | 0 | 1 | 0 | COSMETIC |
| Links | 30 | 0 | 0 | 0 | MATCH |
| VariableData | 7 | 0 | 0 | 0 | MATCH |
| VesselTypes | 24 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Spool | End A Tension | 48.98 | 48.98 | 0.00% | 48.98 | 0.00% | 0.00% | OK |
| End B Tension | 49.03 | 49.03 | 0.00% | 49.03 | 0.00% | 0.00% | OK |
| Max Tension | 51.50 | 51.50 | 0.00% | 51.50 | 0.00% | 0.00% | OK |
| Max Bending | 50.71 | 50.71 | 0.00% | 50.71 | 0.00% | 0.00% | OK |
| Crane wire | End A Tension | 251.30 | 251.30 | 0.00% | 251.30 | 0.00% | 0.00% | OK |
| End B Tension | 238.78 | 238.78 | 0.00% | 238.78 | 0.00% | 0.00% | OK |
| Max Tension | 251.30 | 251.30 | 0.00% | 251.30 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
A01 Steep wave riser
Static Profile
Model Info
| Property | Value |
|---|
| File | A01 Steep wave riser.dat |
| Size | 240 KB |
| Objects | 31 |
| Lines | 6 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 0 |
| Statics Time | 0.749 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| 10" Steep Wave1 | 151.0 | 150 | 87.3 | 36.6 | 87.3 | 14.22 |
| TopEnd BSR | 3.5 | 14 | 2.2 | -0.0 | 2.2 | 15.70 |
| Seabed End BSR | 3.5 | 14 | -3.4 | -0.0 | 0.0 | 28.43 |
| 10" Steep Wave | 150.0 | 146 | 86.6 | 36.7 | 86.6 | 14.22 |
| Stiffener1 | 3.0 | 12 | -0.2 | 0.0 | 0.0 | 9.51 |
| Stiffener2 | 3.0 | 12 | 0.0 | -0.4 | 0.0 | 18.07 |
Input Files
spec.yml (268.6 KB)
metadata:
name: tmph8g6c8zq
description: Extracted from tmph8g6c8zq.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 100
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Dean stream
height: 3.5
period: 17
direction: 105
current:
speed: 0.5
direction: 75
profile:
- [0, 1.0]
- [70, 0.9]
- [100, 0.3]
wind:
speed: 0
direction: 0
simulation:
stages:
- 17
- 85
time_step: 0.1
generic:
line_types:
- name: 10" flexible
category: General
outer_diameter: 0.3556
inner_diameter: 0.254
mass_per_length: 0.1842262
bending_stiffness:
- 124.86942768
- ~
axial_stiffness: 711.2e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: 5000
MinRadius:
- 3.675
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
- name: 10"+Floats
category: General
outer_diameter: 0.807385172021384
inner_diameter: 0.254
mass_per_length: 0.359291590302275
bending_stiffness:
- 124.86942768
- ~
axial_stiffness: 711.2e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: 5000
MinRadius:
- 3.675
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: 1.2
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.441805328496252
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 10"+Floats drag
- ~
- 0.387687694038245
Cl: 0
NormalDragLiftDiameter: 0.3556
AxialDragLiftDiameter: 0.3556
StressOD: 0.3556
StressID: 0.254
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 3
- Solid
- Aqua
- name: BSR Cone
category: Homogeneous pipe
outer_diameter: Topside BSR OD
inner_diameter: 0.36
properties:
MaterialDensity: 1
E: 100e3
PoissonRatio: 0.5
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Red
- name: Steel Root
category: General
outer_diameter: 0.5
inner_diameter: 0.36
mass_per_length: 0.60359026954339
bending_stiffness:
- 409.659022653505e3
- ~
axial_stiffness: 16.3007818016814e6
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.293
ExpansionTable: None
GJ: 316.828323784613e3
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
... truncated (10502 total lines)spec.yml — 10502 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: 'Yes'
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: 'No'
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 17
- 85
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
NorthDirection: 0
01_general.yml — 26 lines
includes/03_environment.yml (1.4 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100.0
NominalDepth: ~
SeabedSlopeDirection: 180
SeabedSlope: 0.0
SeabedModel: Elastic
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 105.0
WaveHeight: 3.5
WavePeriod: 17.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: 'No'
CurrentModel: Variation scheme
CurrentRamped: 'No'
CurrentApplyVerticalStretching: 'No'
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0.5
RefCurrentDirection: 75.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1.0
- 0
IncludeVesselWindLoads: 'Yes'
IncludeLineWindLoads: 'Yes'
IncludeBuoyWindLoads: 'Yes'
IncludeBuoyWingWindLoads: 'Yes'
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0.0
WindDirection: 0.0
VerticalWindVariationFactor: ~03_environment.yml — 56 lines
includes/20_generic_objects.yml (226.9 KB)
LineTypes:
- CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: 5000
MinRadius:
- 3.675
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Name: 10" flexible
Category: General
OD: 0.3556
ID: 0.254
MassPerUnitLength: 0.1842262
EI:
- 124.86942768
- ~
EA: 711.2e3
- CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: 5000
MinRadius:
- 3.675
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: 1.2
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.441805328496252
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 10"+Floats drag
- ~
- 0.387687694038245
Cl: 0
NormalDragLiftDiameter: 0.3556
AxialDragLiftDiameter: 0.3556
StressOD: 0.3556
StressID: 0.254
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 3
- Solid
- Aqua
Name: 10"+Floats
Category: General
OD: 0.807385172021384
ID: 0.254
MassPerUnitLength: 0.359291590302275
EI:
- 124.86942768
- ~
EA: 711.2e3
- MaterialDensity: 1
E: 100e3
PoissonRatio: 0.5
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Red
Name: BSR Cone
Category: Homogeneous pipe
OD: Topside BSR OD
ID: 0.36
- CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.293
ExpansionTable: None
GJ: 316.828323784613e3
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Gray
Name: Steel Root
Category: General
OD: 0.5
ID: 0.36
MassPerUnitLength: 0.60359026954339
EI:
- 409.659022653505e3
- ~
EA: 16.3007818016814e6
- MaterialDensity: 1
E: 100e3
PoissonRatio: 0.5
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Lime
Name: Topside BSR Properties
Category: Homogeneous pipe
OD: Topside BSR OD
ID: 0.38
- MaterialDensity: 1
E: 100e3
PoissonRatio: 0.5
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Lime
Name: Seabed BSR Properties
Category: Homogeneous pipe
OD: Seabed BSR OD
ID: 0.38
VesselTypes:
- RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
... truncated (10443 total lines)20_generic_objects.yml — 10443 lines
Semantic Validation (Pre-Statics)
8 of 11 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| General | 23 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineContactData | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 185 | 0 | 0 | 0 | MATCH |
| Lines | 115 | 0 | 2 | 0 | COSMETIC |
| Shapes | 23 | 0 | 0 | 0 | MATCH |
| StiffenerTypes | 10 | 0 | 0 | 0 | MATCH |
| VariableData | 8 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| 10" Steep Wave1 | End A Tension | 87.30 | 87.30 | 0.00% | -- | -- | -- | OK |
| End B Tension | 36.57 | 36.57 | 0.00% | -- | -- | -- | OK |
| Max Tension | 87.30 | 87.30 | 0.00% | -- | -- | -- | OK |
| Max Bending | 14.22 | 14.22 | 0.00% | -- | -- | -- | OK |
| TopEnd BSR | End A Tension | 2.15 | 2.15 | 0.00% | -- | -- | -- | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -- | -- | -- | OK |
| Max Tension | 2.15 | 2.15 | 0.00% | -- | -- | -- | OK |
| Max Bending | 15.70 | 15.70 | 0.00% | -- | -- | -- | OK |
| Seabed End BSR | End A Tension | -3.37 | -3.37 | 0.00% | -- | -- | -- | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -- | -- | -- | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | -- | -- | -- | OK |
| Max Bending | 28.43 | 28.43 | 0.00% | -- | -- | -- | OK |
| 10" Steep Wave | End A Tension | 86.55 | 86.55 | 0.00% | -- | -- | -- | OK |
| End B Tension | 36.74 | 36.74 | 0.00% | -- | -- | -- | OK |
| Max Tension | 86.55 | 86.55 | 0.00% | -- | -- | -- | OK |
| Max Bending | 14.22 | 14.22 | 0.00% | -- | -- | -- | OK |
| Stiffener1 | End A Tension | -0.17 | -0.17 | 0.00% | -- | -- | -- | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | -- | -- | -- | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | -- | -- | -- | OK |
| Max Bending | 9.51 | 9.51 | 0.00% | -- | -- | -- | OK |
| Stiffener2 | End A Tension | 0.00 | 0.00 | 0.00% | -- | -- | -- | OK |
| End B Tension | -0.39 | -0.39 | 0.00% | -- | -- | -- | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | -- | -- | -- | OK |
| Max Bending | 18.07 | 18.07 | 0.00% | -- | -- | -- | OK |
A05 Catenary with semisub
Static Profile
Model Info
| Property | Value |
|---|
| File | A05 Catenary with semisub.dat |
| Size | 263 KB |
| Objects | 20 |
| Lines | 2 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 0 |
| Statics Time | 1.422 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Riser with Flexjoint | 10610.0 | 955 | 514.8 | 11.9 | 514.8 | 28.26 |
| Riser with TSJ | 10610.0 | 902 | 518.0 | 11.9 | 518.0 | 163.38 |
Input Files
spec.yml (60.0 KB)
metadata:
name: a05_catenary_with_semisub
description: Extracted from A05 Catenary with semisub.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 6560
density: 63.9886595905483
seabed:
slope: 0
stiffness:
normal: 31.8294017713208
shear: 1.59147008856604
waves:
type: Dean stream
height: 25
period: 14
direction: 180
current:
direction: 180
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 15e-6
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: null
VerticalDensityVariation: Constant
Density: 63.9886595905483
SeabedType: Flat
SeabedOrigin:
- 0
- 0
WaterDepth: 6560
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 31.8294017713208
SeabedShearStiffness: 1.59147008856604
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180
WaveHeight: 25
WavePeriod: 14
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: null
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
HorizontalCurrentFactor: null
VerticalCurrentVariationMethod: Power law
CurrentSpeedAtSurface: 1.5
CurrentSpeedAtSeabed: 0
RefCurrentDirection: 180
CurrentExponent: 3
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.0799077895374652
AirSpeedOfSound: 1125.3280839895012
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: null
simulation:
stages:
- 14
- 70
time_step: 0.1
generic:
line_types:
- name: Flexjoint
category: Homogeneous pipe
outer_diameter: 0.760416666666667
inner_diameter: 0.59375
properties:
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: Generic Drag
Cdz: 0
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 1.26
SeabedAxialFrictionCoefficient: 0.73
ClashStiffness: 0
AllowableStress: 9144
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0.00333333333333337
APIRP2RDSMYS: 9360
Pen:
- 3
- Solid
- Lime
- name: TSJ
category: Homogeneous pipe
outer_diameter: TSJ Profile
inner_diameter: 0.59375
properties:
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: Generic Drag
Cdz: 0
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 1.26
SeabedAxialFrictionCoefficient: 0.73
ClashStiffness: 0
AllowableStress: 9144
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0.00333333333333337
APIRP2RDSMYS: 9360
Pen:
- 3
- Solid
- Lime
- name: Straked
category: Homogeneous pipe
outer_diameter: 0.760416666666667
inner_diameter: 0.59375
properties:
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: 1.6
Cdz: 0.25
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 1.26
SeabedAxialFrictionCoefficient: 0.73
ClashStiffness: 0
AllowableStress: 9144
RayleighDampingCoefficients: (no damping)
CoatingThickness: Coating and Strake
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0.00333333333333337
APIRP2RDSMYS: 9360
Pen:
- 3
- Solid
- Blue
- name: Riser Pipe
category: Homogeneous pipe
outer_diameter: 0.760416666666667
inner_diameter: 0.59375
properties:
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: Generic Drag
Cdz: 0
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 1.26
SeabedAxialFrictionCoefficient: 0.73
ClashStiffness: 0
AllowableStress: 9144
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0.019685
CoatingMaterialDensity: 57.6
LiningThickness: 0
... truncated (2751 total lines)spec.yml — 2751 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 14
- 70
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 15e-6
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: 'No'
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Power law
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.0799077895374652
AirSpeedOfSound: 1125.3280839895012
VerticalWindVariationFactor: ~
SeabedSlope: 0.0
SeabedNormalStiffness: 31.8294017713208
SeabedShearStiffness: 1.59147008856604
WaterDepth: 6560.0
Density: 63.9886595905483
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180.0
WaveHeight: 25.0
WavePeriod: 14.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
CurrentExponent: 3
CurrentSpeedAtSurface: 1.5
CurrentSpeedAtSeabed: 0
RefCurrentDirection: 180.0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 55 lines
includes/20_generic_objects.yml (46.9 KB)
General:
UnitsSystem: User
LengthUnits: ft
MassUnits: lb
ForceUnits: kpf
g: 32.1740485564304
TemperatureUnits: �C
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Generic Drag
Linetypediameter:
- IndependentValue, DependentValue:
- - 0
- 1.14
- - 30
- 0.760416666666667
Name: TSJ Profile
Coatingsorlinings:
- LayerThickness, LayerMaterialDensity:
- - 0.02
- 57.6
- - 0.08
- 80
Name: Coating and Strake
Bendingconnectionstiffness:
- IndependentValue, DependentValue:
- - 0
- 0
- - 0.01
- 0.50379
- - 0.02
- 0.92995
- - 0.03
- 1.31391
- - 0.04
- 1.66958
- - 0.05
- 2.00432
- - 0.06
- 2.322645
- - 0.07
- 2.62758
- - 0.08
- 2.921285
- - 0.09
- 3.20537
- - 0.19
- 5.74047
- - 0.29
- 7.88497
- - 0.39
- 9.81712
- - 0.49
- 11.60687
- - 0.59
- 13.29127
- - 0.69
- 14.89307
- - 0.79
- 16.42752
- - 0.89
- 17.90547
- - 0.99
- 19.33502
- - 1.49
- 25.96977
- - 1.99
- 31.94752
- - 2.99
- 42.73852
- - 3.99
- 52.46102
- - 4.99
- 61.46752
- - 5.99
- 69.94402
- - 6.99
- 78.00452
- - 7.99
- 85.72602
- - 9.99
- 100.37502
- - 11.99
- 114.16202
- - 14.99
- 133.63202
Name: Flexjoint Stiffness
LineTypes:
- Name: Flexjoint
Category: Homogeneous pipe
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: Generic Drag
Cdz: 0
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 1.26
SeabedAxialFrictionCoefficient: 0.73
ClashStiffness: 0
AllowableStress: 9144
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0.00333333333333337
APIRP2RDSMYS: 9360
Pen:
- 3
- Solid
- Lime
OD: 0.760416666666667
ID: 0.59375
- Name: TSJ
Category: Homogeneous pipe
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: Generic Drag
Cdz: 0
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 1.26
SeabedAxialFrictionCoefficient: 0.73
ClashStiffness: 0
AllowableStress: 9144
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0.00333333333333337
APIRP2RDSMYS: 9360
Pen:
- 3
- Solid
- Lime
OD: TSJ Profile
ID: 0.59375
- Name: Straked
Category: Homogeneous pipe
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: 1.6
Cdz: 0.25
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 1.26
SeabedAxialFrictionCoefficient: 0.73
ClashStiffness: 0
AllowableStress: 9144
RayleighDampingCoefficients: (no damping)
CoatingThickness: Coating and Strake
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0.00333333333333337
APIRP2RDSMYS: 9360
Pen:
- 3
- Solid
- Blue
OD: 0.760416666666667
ID: 0.59375
- Name: Riser Pipe
Category: Homogeneous pipe
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: Generic Drag
Cdz: 0
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 1.26
SeabedAxialFrictionCoefficient: 0.73
ClashStiffness: 0
AllowableStress: 9144
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0.019685
CoatingMaterialDensity: 57.6
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0.00333333333333337
APIRP2RDSMYS: 9360
Pen:
- 2
- Solid
- Red
OD: 0.760416666666667
ID: 0.59375
- Name: Flowline
Category: Homogeneous pipe
MaterialDensity: 490.059490522736
E: 4.42771205742783e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: Generic Drag
Cdz: 0
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 1.26
SeabedAxialFrictionCoefficient: 0.73
ClashStiffness: 0
AllowableStress: 9144
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0.019685
CoatingMaterialDensity: 57.6
LiningThickness: 0
AdditionalEI: 0
APIRP2RDTcorr: 0.0036666666666666
APIRP2RDSMYS: 9360
Pen:
- 3
- Solid
- $0080FF
OD: 0.760416666666667
ID: 0.625083333333333
VesselTypes:
- Name: Semi Displacement RAOs
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: leads
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
... truncated (2644 total lines)20_generic_objects.yml — 2644 lines
Semantic Validation (Pre-Statics)
6 of 8 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| Environment | 40 | 0 | 1 | 1 | EXTRA |
| General | 26 | 0 | 6 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 132 | 0 | 0 | 0 | MATCH |
| Lines | 62 | 0 | 0 | 0 | MATCH |
| VariableData | 8 | 0 | 0 | 0 | MATCH |
| VesselTypes | 26 | 0 | 0 | 0 | MATCH |
| Vessels | 27 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Riser with Flexjoint | End A Tension | 514.77 | 514.77 | 0.00% | 514.77 | 0.00% | 0.00% | OK |
| End B Tension | 11.86 | 11.86 | 0.00% | 11.86 | 0.00% | 0.00% | OK |
| Max Tension | 514.77 | 514.77 | 0.00% | 514.77 | 0.00% | 0.00% | OK |
| Max Bending | 28.26 | 28.26 | 0.00% | 28.26 | 0.00% | 0.00% | OK |
| Riser with TSJ | End A Tension | 518.00 | 518.00 | 0.00% | 518.00 | 0.00% | 0.00% | OK |
| End B Tension | 11.88 | 11.88 | 0.00% | 11.88 | 0.00% | 0.00% | OK |
| Max Tension | 518.00 | 518.00 | 0.00% | 518.00 | 0.00% | 0.00% | OK |
| Max Bending | 163.38 | 163.38 | 0.00% | 163.38 | 0.00% | 0.00% | OK |
C09 Fenders
Model Info
| Property | Value |
|---|
| File | C09 Fenders.dat |
| Size | 264 KB |
| Objects | 91 |
| Lines | 0 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 14 |
| Statics Time | 6.232 s |
Input Files
spec.yml (351.8 KB)
metadata:
name: c09_fenders
description: Extracted from C09 Fenders.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 50
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: JONSWAP
height: 1.5
period: 10
direction: 180
current:
direction: 180
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: null
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
WaterDepth: 50
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 1.5
WaveTz: 10
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
HorizontalCurrentFactor: null
VerticalCurrentVariationMethod: Power law
CurrentSpeedAtSurface: 0.3
CurrentSpeedAtSeabed: 0
RefCurrentDirection: 180
CurrentExponent: 7
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: null
SeaSurfacePen:
- 1
- Solid
- $E6E897
SeaSurfaceGridDensity: 0.25
SeabedGridDensity: 0.1
simulation:
stages:
- 20
- 300
time_step: 0.01
generic:
vessel_types:
- name: Vessel Type1
length: 103
properties:
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- null
- null
- null
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
... truncated (15093 total lines)spec.yml — 15093 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.01
LogPrecision: Single
TargetLogSampleInterval: 0.01
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 20
- 300
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.7 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: 'No'
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Power law
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaterDepth: 50.0
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
SeabedSlope: 0.0
KinematicStretchingMethod: Vertical stretching
Density: 1.025
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 1.5
WaveTz: 10.0
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
CurrentExponent: 7
CurrentSpeedAtSurface: 0.3
CurrentSpeedAtSeabed: 0
RefCurrentDirection: 180.0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 62 lines
includes/20_generic_objects.yml (290.8 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: X,Y,Z
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMaxIterations: 2400
StaticsMinDamping: 50
StaticsMaxDamping: 500
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Constrainttranslationalstiffness:
- IndependentValue, DependentValue:
- - -0.5
- -14e3
- - -0.45
- -11.3e3
- - -0.4
- -8870
- - -0.35
- -6750
- - -0.3
- -4910
- - -0.25
- -3360
- - -0.2
- -2110
- - -0.15
- -1150
- - -0.1
- -473
- - -0.05
- -90.9
- - 0
- 0
- - 0.05
- 90.9
- - 0.1
- 473
- - 0.15
- 1150
- - 0.2
- 2110
- - 0.25
- 3360
- - 0.3
- 4910
- - 0.35
- 6750
- - 0.4
- 8870
- - 0.45
- 11.3e3
- - 0.5
- 14e3
Hysteretic: false
Name: Fender non-linear stiffness
Constrainttranslationaldamping:
- IndependentValue, DependentValue:
- - -1
- -0.8
- - -0.8
- -0.48
- - -0.6
- -0.3
- - -0.4
- -0.08
- - 0
- 0
- - 0.4
- 0.08
- - 0.6
- 0.3
- - 0.8
- 0.48
- - 1
- 0.8
Name: Fender non-linear damping
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
- 102.485459414
- 0
- 0
- 0.191658108974
- 17.7524728828
- 0
- 0
- 1.78684314
- -90.5857624761
- 0
- 0
- - 9
- 0.349074258662
- 100.112196896
- 0
- 0
- 0.327674426304
- 13.9897528763
- 0
- 0
- 1.84465053476
- -91.1732439979
- 0
- 0
- - 9.5
- 0.432985285958
- 98.4250410328
- 0
- 0
- 0.442677738799
- 11.6057820992
- 0
- 0
- 1.82413976128
- -91.5567818355
- 0
- 0
- - 10
... truncated (14919 total lines)20_generic_objects.yml — 14919 lines
Semantic Validation (Pre-Statics)
9 of 11 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 532 | 0 | 0 | 0 | MATCH |
| Constraints | 224 | 0 | 0 | 0 | MATCH |
| Environment | 43 | 0 | 4 | 1 | EXTRA |
| FrictionCoefficients | 1 | 0 | 0 | 0 | MATCH |
| General | 25 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| Shapes | 331 | 0 | 0 | 0 | MATCH |
| VariableData | 5 | 0 | 0 | 0 | MATCH |
| VesselTypes | 21 | 0 | 0 | 0 | MATCH |
| Vessels | 23 | 0 | 0 | 0 | MATCH |
| Winches | 36 | 0 | 0 | 0 | MATCH |
A02 Steep S
Static Profile
Model Info
| Property | Value |
|---|
| File | A02 Steep S.dat |
| Size | 289 KB |
| Objects | 59 |
| Lines | 12 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 1 |
| Statics Time | 0.842 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Tether E | 32.0 | 6 | 53.4 | 39.3 | 53.4 | 0.00 |
| Bridle NE | 7.4 | 3 | 11.8 | 9.2 | 11.8 | 0.00 |
| Bridle SE | 7.4 | 3 | 53.1 | 50.0 | 53.1 | 0.00 |
| Tether W | 32.0 | 6 | 55.7 | 41.6 | 55.7 | 0.00 |
| Bridle NW | 7.4 | 3 | 12.1 | 9.5 | 12.1 | 0.00 |
| Bridle SW | 7.4 | 3 | 55.3 | 52.2 | 55.3 | 0.00 |
| 10" upper East | 135.0 | 81 | 124.9 | 64.4 | 124.9 | 34.24 |
| 10" lower East | 45.0 | 42 | 109.6 | 55.8 | 109.7 | 35.12 |
| Umb upper | 137.0 | 82 | 60.0 | 30.7 | 60.0 | 13.97 |
| Umb lower | 45.0 | 42 | 25.4 | -0.8 | 25.4 | 13.89 |
| 10" upper West | 135.0 | 81 | 124.8 | 64.4 | 124.8 | 34.24 |
| 10" lower West | 45.0 | 42 | 106.2 | 53.7 | 108.9 | 35.00 |
Input Files
spec.yml (296.4 KB)
metadata:
name: a02_steep_s
description: Extracted from A02 Steep S.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Dean stream
height: 7.0
period: 8.0
direction: 0.0
phase: 0
gamma: 3.3
current:
speed: 1.0
direction: 0.0
profile:
- - 0.0
- 1.0
- - 100.0
- 0.9
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 0
WaveHeight: 7
WavePeriod: 8
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 1
RefCurrentDirection: 0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 0.9
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMinDamping: 1.5
StaticsMaxDamping: 15
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
NorthDirection: 10
DefaultViewMode: Shaded
DefaultShadedFillMode: Solid
DefaultShadedProjectionMode: Perspective
DefaultViewSize: 52.4954639447836
DefaultViewCentre:
- 132.512778554956
- 12.5193697970422
- -75.8301906220505
DefaultViewAzimuth: 322.100000000001
DefaultViewElevation: -2.8
line_types:
- name: 2" chain
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 0.18000000000000002
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0.5
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2.6
- ~
- 1.4
Cl: 0
NormalDragLiftDiameter: 0.05
AxialDragLiftDiameter: 0.015915494309189534
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
category: General
outer_diameter: 0.0945
inner_diameter: 0.0
mass_per_length: 0.05475000000000001
bending_stiffness:
- 0
- ~
axial_stiffness: 252.50000000000006e3
- name: Umb
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
... truncated (11664 total lines)spec.yml — 11664 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 8
- 48
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedSlope: 0.0
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 0.0
WaveHeight: 7.0
WavePeriod: 8.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 1.0
RefCurrentDirection: 0.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 0.9
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (247.9 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMinDamping: 1.5
StaticsMaxDamping: 15
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
NorthDirection: 10
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Generic drag
LineTypes:
- Name: 2" chain
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 0.18000000000000002
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0.5
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2.6
- ~
- 1.4
Cl: 0
NormalDragLiftDiameter: 0.05
AxialDragLiftDiameter: 0.015915494309189534
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.0945
ID: 0.0
MassPerUnitLength: 0.05475000000000001
EI:
- 0
- ~
EA: 252.50000000000006e3
- Name: Umb
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Aqua
OD: 0.254
ID: 0.0
MassPerUnitLength: 0.1161288
EI:
- 49.161192
- ~
EA: 365.76e3
- Name: 10"
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Red
OD: 0.3556
ID: 0.254
MassPerUnitLength: 0.1842262
EI:
- 124.86942768
- ~
EA: 711.2e3
VesselTypes:
- Name: Vessel type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
... truncated (11478 total lines)20_generic_objects.yml — 11478 lines
Semantic Validation (Pre-Statics)
9 of 11 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 41 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| FrictionCoefficients | 1 | 0 | 0 | 0 | MATCH |
| General | 25 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 113 | 0 | 0 | 0 | MATCH |
| Lines | 389 | 0 | 0 | 0 | MATCH |
| Shapes | 226 | 0 | 0 | 0 | MATCH |
| VariableData | 2 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Tether E | End A Tension | 53.38 | 53.38 | 0.00% | 53.38 | 0.00% | 0.00% | OK |
| End B Tension | 39.30 | 39.30 | 0.00% | 39.30 | 0.00% | 0.00% | OK |
| Max Tension | 53.38 | 53.38 | 0.00% | 53.38 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle NE | End A Tension | 11.84 | 11.84 | 0.00% | 11.84 | 0.00% | 0.00% | OK |
| End B Tension | 9.23 | 9.23 | 0.00% | 9.23 | 0.00% | 0.00% | OK |
| Max Tension | 11.84 | 11.84 | 0.00% | 11.84 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle SE | End A Tension | 53.13 | 53.13 | 0.00% | 53.13 | 0.00% | 0.00% | OK |
| End B Tension | 50.02 | 50.02 | 0.00% | 50.02 | 0.00% | 0.00% | OK |
| Max Tension | 53.13 | 53.13 | 0.00% | 53.13 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Tether W | End A Tension | 55.70 | 55.70 | 0.00% | 55.70 | 0.00% | 0.00% | OK |
| End B Tension | 41.62 | 41.62 | 0.00% | 41.62 | 0.00% | 0.00% | OK |
| Max Tension | 55.70 | 55.70 | 0.00% | 55.70 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle NW | End A Tension | 12.10 | 12.10 | 0.00% | 12.10 | 0.00% | 0.00% | OK |
| End B Tension | 9.49 | 9.49 | 0.00% | 9.49 | 0.00% | 0.00% | OK |
| Max Tension | 12.10 | 12.10 | 0.00% | 12.10 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle SW | End A Tension | 55.33 | 55.33 | 0.00% | 55.33 | 0.00% | 0.00% | OK |
| End B Tension | 52.23 | 52.23 | 0.00% | 52.23 | 0.00% | 0.00% | OK |
| Max Tension | 55.33 | 55.33 | 0.00% | 55.33 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| 10" upper East | End A Tension | 124.86 | 124.86 | 0.00% | 124.86 | 0.00% | 0.00% | OK |
| End B Tension | 64.38 | 64.38 | 0.00% | 64.38 | 0.00% | 0.00% | OK |
| Max Tension | 124.86 | 124.86 | 0.00% | 124.86 | 0.00% | 0.00% | OK |
| Max Bending | 34.24 | 34.24 | 0.00% | 34.24 | 0.00% | 0.00% | OK |
| 10" lower East | End A Tension | 109.59 | 109.59 | 0.00% | 109.59 | 0.00% | 0.00% | OK |
| End B Tension | 55.85 | 55.85 | 0.00% | 55.85 | 0.00% | 0.00% | OK |
| Max Tension | 109.67 | 109.67 | 0.00% | 109.67 | 0.00% | 0.00% | OK |
| Max Bending | 35.12 | 35.12 | 0.00% | 35.12 | 0.00% | 0.00% | OK |
| Umb upper | End A Tension | 59.97 | 59.97 | 0.00% | 59.97 | 0.00% | 0.00% | OK |
| End B Tension | 30.73 | 30.73 | 0.00% | 30.73 | 0.00% | 0.00% | OK |
| Max Tension | 59.97 | 59.97 | 0.00% | 59.97 | 0.00% | 0.00% | OK |
| Max Bending | 13.97 | 13.97 | 0.00% | 13.97 | 0.00% | 0.00% | OK |
| Umb lower | End A Tension | 25.43 | 25.43 | 0.00% | 25.43 | 0.00% | 0.00% | OK |
| End B Tension | -0.76 | -0.76 | 0.00% | -0.76 | 0.00% | 0.00% | OK |
| Max Tension | 25.43 | 25.43 | 0.00% | 25.43 | 0.00% | 0.00% | OK |
| Max Bending | 13.89 | 13.89 | 0.00% | 13.89 | 0.00% | 0.00% | OK |
| 10" upper West | End A Tension | 124.83 | 124.83 | 0.00% | 124.83 | 0.00% | 0.00% | OK |
| End B Tension | 64.35 | 64.35 | 0.00% | 64.35 | 0.00% | 0.00% | OK |
| Max Tension | 124.83 | 124.83 | 0.00% | 124.83 | 0.00% | 0.00% | OK |
| Max Bending | 34.24 | 34.24 | 0.00% | 34.24 | 0.00% | 0.00% | OK |
| 10" lower West | End A Tension | 106.21 | 106.21 | 0.00% | 106.21 | 0.00% | 0.00% | OK |
| End B Tension | 53.66 | 53.66 | 0.00% | 53.66 | 0.00% | 0.00% | OK |
| Max Tension | 108.86 | 108.86 | 0.00% | 108.86 | 0.00% | 0.00% | OK |
| Max Bending | 35.00 | 35.00 | 0.00% | 35.00 | 0.00% | 0.00% | OK |
L01 Default vessel
Model Info
| Property | Value |
|---|
| File | L01 Default vessel.dat |
| Size | 292 KB |
| Objects | 11 |
| Lines | 0 |
| Links | 0 |
| Vessels | 2 |
| 6D Buoys | 0 |
| Statics Time | 0.041 s |
Input Files
spec.yml (637.2 KB)
metadata:
name: l01_default_vessel
description: Extracted from L01 Default vessel.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Dean stream
height: 7.0
period: 8.0
direction: 180.0
phase: 0
gamma: 3.3
current:
speed: 0.0
direction: 180.0
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180
WaveHeight: 7
WavePeriod: 8
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
line_types: []
vessel_types:
- name: Original default vessel
properties:
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
... truncated (22470 total lines)spec.yml — 22470 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 8
- 16
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedNormalStiffness: 100.0
SeabedSlope: 0.0
SeabedShearStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180.0
WaveHeight: 7.0
WavePeriod: 8.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (547.1 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VesselTypes:
- Name: Original default vessel
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
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- 116.22796006
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- 0
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- 159.90556315
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- 0
- 0.590278007672
- -190.565245346
- 0
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- - 6
- 0.0378383573608
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- 206.680830976
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- 0
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- 0
- 0
- 0.257242764316
- 243.076768843
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- 0.776945953287
- -176.725097174
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- - 7
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- 0
- 0
- 0.305859587164
- 219.761159714
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- 0
- 0.661643056202
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- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
- 102.485459414
- 0
- 0
- 0.191658108974
- 17.7524728828
- 0
- 0
- 1.78684314
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- 100.112196896
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- 13.9897528763
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- 0.432985285958
- 98.4250410328
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- 11.6057820992
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- 0.505473014633
- 97.2257712184
- 0
- 0
- 0.538106553675
- 9.79445771308
- 0
- 0
- 1.76216522998
- -91.7041230218
- 0
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- - 11
- 0.621151066365
- 95.6787828839
- 0
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- 0.679539528729
- 7.16763100543
- 0
- 0
- 1.59103766017
- -91.5768972801
- 0
- 0
- - 12
- 0.705981559581
- 94.6838400676
- 0
- 0
- 0.772601902695
- 5.44212348444
- 0
- 0
- 1.41178421317
- -91.2799226172
- 0
- 0
- - 13
- 0.768780594848
- 93.9618041927
- 0
- 0
- 0.834135938155
- 4.27522510843
- 0
- 0
- 1.24597747438
- -91.0161432927
- 0
- 0
- - 14
- 0.814742800065
- 93.4001114594
- 0
- 0
- 0.876427569754
- 3.47995152836
- 0
- 0
- 1.10062114345
- -90.8088551201
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- - 15
- 0.849607014056
- 92.9566394734
- 0
- 0
- 0.905867658733
- 2.90404456559
... truncated (22336 total lines)20_generic_objects.yml — 22336 lines
Semantic Validation (Pre-Statics)
4 of 5 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| General | 22 | 0 | 0 | 0 | MATCH |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| VesselTypes | 46 | 0 | 0 | 0 | MATCH |
| Vessels | 50 | 0 | 0 | 0 | MATCH |
A02 Pliant S
Static Profile
Model Info
| Property | Value |
|---|
| File | A02 Pliant S.dat |
| Size | 295 KB |
| Objects | 62 |
| Lines | 12 |
| Links | 3 |
| Vessels | 1 |
| 6D Buoys | 1 |
| Statics Time | 1.397 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Tether East | 32.0 | 6 | 69.9 | 55.6 | 69.9 | 0.00 |
| Bridle NE | 7.4 | 3 | 31.6 | 28.6 | 31.6 | 0.00 |
| Bridle SE | 7.4 | 3 | 57.0 | 54.1 | 57.0 | 0.00 |
| Tether West | 32.0 | 6 | 79.4 | 65.1 | 79.4 | 0.00 |
| Bridle NW | 7.4 | 3 | 35.6 | 32.6 | 35.6 | 0.00 |
| Bridle SW | 7.4 | 3 | 64.1 | 61.3 | 64.1 | 0.00 |
| 10" upper East | 135.0 | 81 | 124.9 | 65.2 | 124.9 | 32.92 |
| 10" lower East | 104.0 | 66 | 80.8 | 105.9 | 111.7 | 34.96 |
| Umb upper | 135.0 | 81 | 59.7 | 30.9 | 59.7 | 13.60 |
| Umb lower | 104.0 | 66 | 36.5 | 51.2 | 54.5 | 13.84 |
| 10" upper West | 135.0 | 81 | 125.0 | 65.2 | 125.0 | 32.90 |
| 10" lower West | 104.0 | 66 | 81.2 | 109.3 | 115.1 | 34.96 |
Input Files
spec.yml (297.2 KB)
metadata:
name: a02_pliant_s
description: Extracted from A02 Pliant S.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 100
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Dean stream
height: 7
period: 8
direction: 0
current:
speed: 1
direction: 0
profile:
- - 0.0
- 1.0
- - 100.0
- 0.9
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 0
WaveHeight: 7
WavePeriod: 8
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 1
RefCurrentDirection: 0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 0.9
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
simulation:
stages:
- 8
- 48
time_step: 0.1
generic:
line_types:
- name: 2" chain
category: General
outer_diameter: 0.0945
inner_diameter: 0
mass_per_length: 0.05475000000000001
bending_stiffness:
- 0
- ~
axial_stiffness: 252.50000000000006e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 0.18000000000000002
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0.5
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2.6
- ~
- 1.4
Cl: 0
NormalDragLiftDiameter: 0.05
AxialDragLiftDiameter: 0.015915494309189534
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
- name: Umb
category: General
outer_diameter: 0.254
inner_diameter: 0
mass_per_length: 0.1161288
bending_stiffness:
- 49.161192
- ~
axial_stiffness: 365.76e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
... truncated (11681 total lines)spec.yml — 11681 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: spec.yml
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 8
- 48
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
SeabedSlope: 0.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 0.0
WaveHeight: 7.0
WavePeriod: 8.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 1.0
RefCurrentDirection: 0.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 0.9
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (249.3 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
NorthDirection: 10
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Generic drag
LineTypes:
- Name: 2" chain
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 0.18000000000000002
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0.5
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2.6
- ~
- 1.4
Cl: 0
NormalDragLiftDiameter: 0.05
AxialDragLiftDiameter: 0.015915494309189534
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.0945
ID: 0.0
MassPerUnitLength: 0.05475000000000001
EI:
- 0
- ~
EA: 252.50000000000006e3
- Name: Umb
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Aqua
OD: 0.254
ID: 0.0
MassPerUnitLength: 0.1161288
EI:
- 49.161192
- ~
EA: 365.76e3
- Name: 10"
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Red
OD: 0.3556
ID: 0.254
MassPerUnitLength: 0.1842262
EI:
- 124.86942768
- ~
EA: 711.2e3
VesselTypes:
- Name: Vessel type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
... truncated (11531 total lines)20_generic_objects.yml — 11531 lines
Semantic Validation (Pre-Statics)
10 of 12 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 41 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| FrictionCoefficients | 1 | 0 | 0 | 0 | MATCH |
| General | 23 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 113 | 0 | 0 | 0 | MATCH |
| Lines | 395 | 0 | 0 | 0 | MATCH |
| Links | 18 | 0 | 0 | 0 | MATCH |
| Shapes | 226 | 0 | 0 | 0 | MATCH |
| VariableData | 2 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Tether East | End A Tension | 69.90 | 69.90 | 0.00% | 69.90 | 0.00% | 0.00% | OK |
| End B Tension | 55.55 | 55.55 | 0.00% | 55.55 | 0.00% | 0.00% | OK |
| Max Tension | 69.90 | 69.90 | 0.00% | 69.90 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle NE | End A Tension | 31.60 | 31.60 | 0.00% | 31.60 | 0.00% | 0.00% | OK |
| End B Tension | 28.62 | 28.62 | 0.00% | 28.62 | 0.00% | 0.00% | OK |
| Max Tension | 31.60 | 31.60 | 0.00% | 31.60 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle SE | End A Tension | 56.96 | 56.96 | 0.00% | 56.96 | 0.00% | 0.00% | OK |
| End B Tension | 54.14 | 54.14 | 0.00% | 54.14 | 0.00% | 0.00% | OK |
| Max Tension | 56.96 | 56.96 | 0.00% | 56.96 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Tether West | End A Tension | 79.43 | 79.43 | 0.00% | 79.43 | 0.00% | 0.00% | OK |
| End B Tension | 65.06 | 65.06 | 0.00% | 65.06 | 0.00% | 0.00% | OK |
| Max Tension | 79.43 | 79.43 | 0.00% | 79.43 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle NW | End A Tension | 35.59 | 35.59 | 0.00% | 35.59 | 0.00% | 0.00% | OK |
| End B Tension | 32.62 | 32.62 | 0.00% | 32.62 | 0.00% | 0.00% | OK |
| Max Tension | 35.59 | 35.59 | 0.00% | 35.59 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle SW | End A Tension | 64.12 | 64.12 | 0.00% | 64.12 | 0.00% | 0.00% | OK |
| End B Tension | 61.30 | 61.30 | 0.00% | 61.30 | 0.00% | 0.00% | OK |
| Max Tension | 64.12 | 64.12 | 0.00% | 64.12 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| 10" upper East | End A Tension | 124.94 | 124.94 | 0.00% | 124.94 | 0.00% | 0.00% | OK |
| End B Tension | 65.22 | 65.22 | 0.00% | 65.22 | 0.00% | 0.00% | OK |
| Max Tension | 124.94 | 124.94 | 0.00% | 124.94 | 0.00% | 0.00% | OK |
| Max Bending | 32.92 | 32.92 | 0.00% | 32.92 | 0.00% | 0.00% | OK |
| 10" lower East | End A Tension | 80.83 | 80.83 | 0.00% | 80.83 | 0.00% | 0.00% | OK |
| End B Tension | 105.88 | 105.88 | 0.00% | 105.88 | 0.00% | 0.00% | OK |
| Max Tension | 111.69 | 111.69 | 0.00% | 111.69 | 0.00% | 0.00% | OK |
| Max Bending | 34.96 | 34.96 | 0.00% | 34.96 | 0.00% | 0.00% | OK |
| Umb upper | End A Tension | 59.72 | 59.72 | 0.00% | 59.72 | 0.00% | 0.00% | OK |
| End B Tension | 30.92 | 30.92 | 0.00% | 30.92 | 0.00% | 0.00% | OK |
| Max Tension | 59.72 | 59.72 | 0.00% | 59.72 | 0.00% | 0.00% | OK |
| Max Bending | 13.60 | 13.60 | 0.00% | 13.60 | 0.00% | 0.00% | OK |
| Umb lower | End A Tension | 36.50 | 36.50 | 0.00% | 36.50 | 0.00% | 0.00% | OK |
| End B Tension | 51.20 | 51.20 | 0.00% | 51.20 | 0.00% | 0.00% | OK |
| Max Tension | 54.47 | 54.47 | 0.00% | 54.47 | 0.00% | 0.00% | OK |
| Max Bending | 13.84 | 13.84 | 0.00% | 13.84 | 0.00% | 0.00% | OK |
| 10" upper West | End A Tension | 124.95 | 124.95 | 0.00% | 124.95 | 0.00% | 0.00% | OK |
| End B Tension | 65.23 | 65.23 | 0.00% | 65.23 | 0.00% | 0.00% | OK |
| Max Tension | 124.95 | 124.95 | 0.00% | 124.95 | 0.00% | 0.00% | OK |
| Max Bending | 32.90 | 32.90 | 0.00% | 32.90 | 0.00% | 0.00% | OK |
| 10" lower West | End A Tension | 81.21 | 81.21 | 0.00% | 81.21 | 0.00% | 0.00% | OK |
| End B Tension | 109.26 | 109.26 | 0.00% | 109.26 | 0.00% | 0.00% | OK |
| Max Tension | 115.09 | 115.09 | 0.00% | 115.09 | 0.00% | 0.00% | OK |
| Max Bending | 34.96 | 34.96 | 0.00% | 34.96 | 0.00% | 0.00% | OK |
C06 Discretised CALM buoy
Static Profile
Model Info
| Property | Value |
|---|
| File | C06 Discretised CALM buoy.dat |
| Size | 295 KB |
| Objects | 33 |
| Lines | 8 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 8 |
| Statics Time | 1.132 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Mooring1 | 345.0 | 28 | 134.6 | 29.0 | 134.6 | 0.00 |
| Mooring2 | 345.0 | 28 | 124.9 | 23.2 | 124.9 | 0.00 |
| Mooring3 | 345.0 | 28 | 120.2 | 20.1 | 120.2 | 0.00 |
| Mooring4 | 345.0 | 28 | 133.1 | 27.9 | 133.1 | 0.00 |
| Mooring5 | 345.0 | 28 | 138.2 | 31.3 | 138.2 | 0.00 |
| Mooring6 | 345.0 | 28 | 123.3 | 22.0 | 123.3 | 0.00 |
| Loadhose | 120.0 | 150 | 57.5 | 37.1 | 57.5 | 12.70 |
| Hawser | 90.0 | 18 | 3.9 | 4.2 | 4.2 | 0.00 |
Input Files
spec.yml (305.9 KB)
metadata:
name: c06_discretised_calm_buoy
description: Extracted from C06 Discretised CALM buoy.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 100
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: JONSWAP
height: 2
period: 6
direction: 180
current:
speed: 1
direction: 120
profile:
- - 0.0
- 0.39999999999999997
- - 45.0
- 0.39999999999999997
- - 100.0
- 0.19999999999999998
wind:
speed: 12
direction: 165
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave 1
WaveType: JONSWAP
WaveDirection: 180
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Partially specified
WaveHs: 2
WaveTz: 6
WaveGamma: 3.3
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 1
RefCurrentDirection: 120
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 0.39999999999999997
- 0
- - 45
- 0.39999999999999997
- 20
- - 100
- 0.19999999999999998
- 40
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: NPD spectrum
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpectrumElevation: ~
WindSpectrumFMin: 0
WindSpectrumFMax: Infinity
WindTimeOrigin: 0
WindSeed: 12345
NumberOfWindComponents: 1000
WindSpeed: 12
WindDirection: 165
VerticalWindVariationFactor: ~
simulation:
stages:
- 10
- 100
time_step: 0.1
generic:
line_types:
- name: 2.5" Chain
category: General
outer_diameter: 0.120015
inner_diameter: 0
mass_per_length: 0.088306275
bending_stiffness:
- 0
- ~
axial_stiffness: 407.25725e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 0.2286
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.07
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1
- ~
- 0.4
Cl: 0
NormalDragLiftDiameter: 0.14351
AxialDragLiftDiameter: 0.012127606663602426
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $80FF00
- name: Hose
category: General
outer_diameter: 0.64
inner_diameter: 0.5
mass_per_length: 0.1821
bending_stiffness:
- 75
- ~
axial_stiffness: 17e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 1.9499999284744263
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
... truncated (12167 total lines)spec.yml — 12167 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 100
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (2.1 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: NPD spectrum
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
WaveFrequencySpectrumDiscretisationMethod: Equal energy
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
UserSpecifiedRandomWaveSeeds: false
KinematicStretchingMethod: Vertical stretching
SeabedSlope: 0.0
WindSpectrumFMin: 0
WindSpectrumFMax: Infinity
WindSpectrumElevation: ~
WindTimeOrigin: 0
WindSeed: 12345
NumberOfWindComponents: 1000
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave 1
WaveType: JONSWAP
WaveDirection: 180.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Partially specified
WaveHs: 2.0
WaveTz: 6.0
WaveGamma: 3.3
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
RefCurrentSpeed: 1.0
RefCurrentDirection: 120.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 0.39999999999999997
- 0
- - 45.0
- 0.39999999999999997
- 0
- - 100.0
- 0.19999999999999998
- 0
WindSpeed: 12.0
WindDirection: 165.003_environment.yml — 78 lines
includes/20_generic_objects.yml (255.5 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMinDamping: 1.5
StaticsMaxDamping: 15
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Generic Drag
LineTypes:
- Name: 2.5" Chain
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 0.2286
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.07
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1
- ~
- 0.4
Cl: 0
NormalDragLiftDiameter: 0.14351
AxialDragLiftDiameter: 0.012127606663602426
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $80FF00
OD: 0.120015
ID: 0.0
MassPerUnitLength: 0.088306275
EI:
- 0
- ~
EA: 407.25725e3
- Name: Hose
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 1.9499999284744263
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.64
ID: 0.5
MassPerUnitLength: 0.1821
EI:
- 75
- ~
EA: 17e3
- Name: HawserLine
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.009999999999999998
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- White
OD: 0.0765
ID: 0.0
MassPerUnitLength: 0.005245559999999999
EI:
- 0
- ~
EA: 955.8
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
... truncated (12016 total lines)20_generic_objects.yml — 12016 lines
Semantic Validation (Pre-Statics)
8 of 10 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 168 | 0 | 0 | 0 | MATCH |
| Constraints | 16 | 0 | 0 | 0 | MATCH |
| Environment | 49 | 1 | 0 | 0 | SIGNIFICANT |
| General | 24 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 113 | 0 | 0 | 0 | MATCH |
| Lines | 260 | 0 | 0 | 0 | MATCH |
| VariableData | 2 | 0 | 0 | 0 | MATCH |
| VesselTypes | 24 | 0 | 0 | 0 | MATCH |
| Vessels | 25 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Mooring1 | End A Tension | 134.61 | 134.35 | 0.19% | 134.35 | 0.19% | 0.00% | OK |
| End B Tension | 28.97 | 28.78 | 0.65% | 28.78 | 0.65% | 0.00% | OK |
| Max Tension | 134.61 | 134.35 | 0.19% | 134.35 | 0.19% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring2 | End A Tension | 124.90 | 124.47 | 0.34% | 124.47 | 0.34% | 0.00% | OK |
| End B Tension | 23.18 | 22.89 | 1.28% | 22.89 | 1.28% | 0.00% | WARN |
| Max Tension | 124.90 | 124.47 | 0.34% | 124.47 | 0.34% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring3 | End A Tension | 120.18 | 120.16 | 0.02% | 120.16 | 0.02% | 0.00% | OK |
| End B Tension | 20.09 | 20.07 | 0.14% | 20.07 | 0.14% | 0.00% | OK |
| Max Tension | 120.18 | 120.16 | 0.02% | 120.16 | 0.02% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring4 | End A Tension | 133.09 | 133.48 | 0.29% | 133.48 | 0.29% | 0.00% | OK |
| End B Tension | 27.93 | 28.18 | 0.90% | 28.18 | 0.90% | 0.00% | OK |
| Max Tension | 133.09 | 133.48 | 0.29% | 133.48 | 0.29% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring5 | End A Tension | 138.25 | 138.26 | 0.01% | 138.26 | 0.01% | 0.00% | OK |
| End B Tension | 31.34 | 31.37 | 0.10% | 31.37 | 0.10% | 0.00% | OK |
| Max Tension | 138.25 | 138.26 | 0.01% | 138.26 | 0.01% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring6 | End A Tension | 123.26 | 123.54 | 0.23% | 123.54 | 0.23% | 0.00% | OK |
| End B Tension | 22.03 | 22.27 | 1.09% | 22.27 | 1.09% | 0.00% | WARN |
| Max Tension | 123.26 | 123.54 | 0.23% | 123.54 | 0.23% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Loadhose | End A Tension | 57.50 | 57.53 | 0.04% | 57.53 | 0.04% | 0.00% | OK |
| End B Tension | 37.09 | 37.09 | 0.01% | 37.09 | 0.01% | 0.00% | OK |
| Max Tension | 57.50 | 57.53 | 0.04% | 57.53 | 0.04% | 0.00% | OK |
| Max Bending | 12.70 | 12.55 | 1.21% | 12.55 | 1.21% | 0.00% | WARN |
| Hawser | End A Tension | 3.91 | 3.88 | 0.90% | 3.88 | 0.90% | 0.00% | OK |
| End B Tension | 4.16 | 4.12 | 0.84% | 4.12 | 0.84% | 0.00% | OK |
| Max Tension | 4.16 | 4.12 | 0.84% | 4.12 | 0.84% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
B01 Drilling riser
Static Profile
Model Info
| Property | Value |
|---|
| File | B01 Drilling riser.dat |
| Size | 324 KB |
| Objects | 52 |
| Lines | 12 |
| Links | 4 |
| Vessels | 1 |
| 6D Buoys | 3 |
| Statics Time | 0.681 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Riser | 1020.0 | 204 | 6923.1 | 180.8 | 6923.1 | 0.20 |
| Drill String | 1035.0 | 207 | 415.8 | 189.6 | 415.8 | 0.00 |
| Riser Slip Joint | 10.0 | 1 | 43.2 | -55.5 | 43.2 | 0.10 |
| Choke | 1020.0 | 28 | 1411.6 | 525.5 | 1411.6 | 0.01 |
| Kill | 1020.0 | 28 | 1411.5 | 525.5 | 1411.5 | 0.01 |
| Flex Joint Rigid Piece | 0.2 | 1 | 1231.8 | 1231.7 | 1231.8 | 0.03 |
| Drill String Below BOP | 465.0 | 93 | 189.6 | 88.0 | 189.6 | 0.00 |
| Casing | 1000.0 | 100 | 4053.0 | -2490.5 | 4053.0 | 0.00 |
| MP FWD | 1.0 | 1 | 9.0 | 9.0 | 9.0 | 0.00 |
| MP PORT | 1.0 | 1 | 9.0 | 9.0 | 9.0 | 0.00 |
| MP AFT | 1.0 | 1 | 9.0 | 9.0 | 9.0 | 0.00 |
| MP STBD | 1.0 | 1 | 9.0 | 9.0 | 9.0 | 0.00 |
Input Files
spec.yml (262.1 KB)
metadata:
name: b01_drilling_riser
description: Extracted from B01 Drilling riser.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 1020.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Dean stream
height: 1.5
period: 8.0
direction: 180.0
phase: 0
gamma: 3.3
current:
speed: 0.0
direction: 180.0
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 1020
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave 1
WaveType: Dean stream
WaveDirection: 180
WaveHeight: 1.5
WavePeriod: 8
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Wire frame
DefaultViewSize: 441.53361640609273
DefaultViewCentre:
- 41.812770594630464
- 0
- -93.33613547170941
DefaultViewAzimuth: 270
DefaultViewElevation: 0
line_types:
- name: 24" RISER
properties:
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
category: Homogeneous pipe
outer_diameter: 0.65
inner_diameter: 0.6
- name: Slip Joint
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.3
ExpansionTable: None
GJ: 391.49549677284504e3
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 3
- Solid
... truncated (12278 total lines)spec.yml — 12278 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 8
- 42
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
SeabedSlope: 0.0
Density: 1.025
SeabedOriginDepth: 1020.0
WaveTrains:
- Name: Wave 1
WaveType: Dean stream
WaveDirection: 180.0
WaveHeight: 1.5
WavePeriod: 8.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (210.8 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: 24" RISER
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
OD: 0.65
ID: 0.6
- Name: Slip Joint
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.3
ExpansionTable: None
GJ: 391.49549677284504e3
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 3
- Solid
- $FF80FF
OD: 0.65
ID: 0.6
MassPerUnitLength: 0.385
EI:
- 508.9441458046986e3
- ~
EA: 1.0
- Name: Drill Pipe
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Silver
OD: 0.1397
ID: 0.12039599999999999
- Name: Choke and Kill
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- $FF0080
OD: 0.1651
ID: 0.1143
- Name: Moonpool Edge
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 0.2
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 100e-6
ID: 0.0
MassPerUnitLength: 100e-6
EI:
- 0
- ~
EA: 1.0
VesselTypes:
- Name: 8 column semisub
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: frequency (Hz)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz and yz planes
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: 24.38
Mass: 10e3
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 499.99999999999994e3
- 0
- 0
- - 0
- 6.999999999999999e6
- 0
- - 0
- 0
- 6.999999999999999e6
CentreOfMass:
- 0
- 0
- 0
DisplacementRAOs:
RAOOrigin:
- 0
- 0
- 0
PhaseOrigin:
- ~
- ~
- 0
RAOs:
- RAODirection: 180
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0.25
- 0.06
- 220
- 0
- 0
- 0.01
- 44
- 0
- 0
- 0.02
- 35
- 0
- 0
- - 0.24
- 0.08
- 220
- 0
- 0
- 0.01
- 44
- 0
- 0
- 0.030000000000000002
- 35
- 0
- 0
- - 0.22
- 0.13
- 220
- 0
- 0
- 0.02
- 44
- 0
- 0
- 0.04
- 35
- 0
- 0
- - 0.2
- 0.18
- 220
... truncated (12091 total lines)20_generic_objects.yml — 12091 lines
Semantic Validation (Pre-Statics)
11 of 15 sections match, 2 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 3DBuoys | 15 | 0 | 0 | 0 | MATCH |
| 6DBuoys | 115 | 0 | 0 | 0 | MATCH |
| Constraints | 16 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| General | 22 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineContactData | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 146 | 0 | 0 | 0 | MATCH |
| Lines | 378 | 0 | 6 | 0 | COSMETIC |
| Links | 36 | 0 | 0 | 0 | MATCH |
| P-yModels | 0 | 0 | 1 | 0 | SIGNIFICANT |
| Shapes | 75 | 0 | 0 | 0 | MATCH |
| VesselTypes | 24 | 0 | 0 | 0 | MATCH |
| Vessels | 30 | 0 | 0 | 0 | MATCH |
| Winches | 9 | 0 | 0 | 0 | MATCH |
Spec-Driven Path
Error:
Error code: 7
Problem reading file
Error reading C:\Users\ANSYST~1\AppData\Local\Temp\tmpd28pcoi4\modular\master.yml: Failed to set PyModel=P-y Model1 (Invalid value).
Last parsed name: 'PyModel', value: P-y Model1 near line 5154
Last parsed name: 'includefile', value: includes/20_generic_
Modular-Direct Path
Error:
Error code: 7
Problem reading file
Error reading C:\Users\ANSYST~1\AppData\Local\Temp\tmpb2juos0d\modular\master.yml: Failed to set PyModel=P-y Model1 (Invalid value).
Last parsed name: 'PyModel', value: P-y Model1 near line 5153
Last parsed name: 'includefile', value: includes/20_generic_
Z02 Line on line slide
Static Profile
Model Info
| Property | Value |
|---|
| File | Z02 Line on line slide.dat |
| Size | 329 KB |
| Objects | 45 |
| Lines | 10 |
| Links | 1 |
| Vessels | 1 |
| 6D Buoys | 2 |
| Statics Time | 2.872 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Ropeway | 30.0 | 150 | 2.0 | 1.9 | 2.0 | 0.00 |
| Tube | 0.5 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| TBar vertical | 0.4 | 1 | 0.6 | 0.4 | 0.6 | 0.00 |
| TBar horizontal | 0.5 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Tail | 0.1 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Ear1 | 0.2 | 10 | 0.0 | 0.0 | 0.0 | 0.00 |
| Ear2 | 0.2 | 10 | 0.0 | -0.0 | 0.0 | 0.00 |
| Paw1 | 0.3 | 15 | 0.1 | 0.1 | 0.1 | 0.00 |
| Paw2 | 0.3 | 15 | 0.1 | 0.1 | 0.1 | 0.00 |
| BrakeLine | 10.0 | 20 | 0.3 | 0.3 | 0.3 | 0.00 |
Input Files
spec.yml (293.8 KB)
metadata:
name: z02_line_on_line_slide
description: Extracted from Z02 Line on line slide.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 0.00128
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Airy
height: 0.0
period: 8.0
direction: 180.0
phase: 0
gamma: 3.3
current:
speed: 0.0
direction: 180.0
profile:
- - 0.0
- 1.0
- - 100.0
- 0.9
wind:
speed: 1.0
direction: 180.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 0.00128
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
SeabedDamping: 100
KinematicStretchingMethod: Vertical stretching
WaveTrains:
- Name: Wave1
WaveType: Airy
WaveDirection: 180
WaveHeight: 0
WavePeriod: 8
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 0.9
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: false
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: false
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 1
WindDirection: 180
VerticalWindVariationFactor: ~
SeaHidden: true
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Explicit time domain
AlwaysUseRecommendedTimeSteps: true
InnerTimeStep: 4.6e-06
TargetOuterTimeStep: 130e-6
RecommendedInnerTimeStepRatio: 10
RecommendedOuterTimeStepToInnerMultiple: 30
RecommendedOuterTimeStepToWavePeriodRatio: 40
TensionTargetDamping: 10
BendingTargetDamping: 10
TorsionTargetDamping: 10
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Shaded
DefaultShadedFillMode: Solid
DefaultShadedProjectionMode: Perspective
DefaultViewSize: 7.63308681367782
DefaultViewCentre:
- 23.3595389147886
- -1.03846722631318
- -93.3152995787426
DefaultViewAzimuth: 347.8
DefaultViewElevation: 12.4
line_types:
- name: Wire
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 0
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
category: General
outer_diameter: 0.0425
inner_diameter: 0.0
mass_per_length: 0.0016190000000000002
bending_stiffness:
- 0
- ~
axial_stiffness: 295.00000000000006
- name: Brake wire
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
... truncated (11595 total lines)spec.yml — 11595 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 1
- 10
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: false
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: false
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedShearStiffness: 100.0
SeabedSlope: 0.0
SeabedNormalStiffness: 100.0
KinematicStretchingMethod: Vertical stretching
Density: 0.00128
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: Airy
WaveDirection: 180.0
WaveHeight: 0.0
WavePeriod: 8.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 0.9
- 0
WindSpeed: 1.0
WindDirection: 180.003_environment.yml — 60 lines
includes/20_generic_objects.yml (245.4 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Explicit time domain
AlwaysUseRecommendedTimeSteps: true
InnerTimeStep: 4.6e-06
TargetOuterTimeStep: 130e-6
RecommendedInnerTimeStepRatio: 10
RecommendedOuterTimeStepToInnerMultiple: 30
RecommendedOuterTimeStepToWavePeriodRatio: 40
TensionTargetDamping: 10
BendingTargetDamping: 10
TorsionTargetDamping: 10
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: Wire
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 0
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
OD: 0.0425
ID: 0.0
MassPerUnitLength: 0.0016190000000000002
EI:
- 0
- ~
EA: 295.00000000000006
- Name: Brake wire
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 0.06
InnerContactDiameter: ~
ClashStiffness: 1000
ClashDamping: 0
Ca:
- 0
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
Pen:
- 1
- Solid
- Blue
OD: 0.0425
ID: 0.0
MassPerUnitLength: 0.0016190000000000002
EI:
- 0
- ~
EA: 25.0
- Name: Slider
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 1000
ClashDamping: 0
AllowableStress: ~
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Lime
OD: 0.1
ID: 0.06
- Name: Arm Line
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
Pen:
- 1
- Solid
- Gray
OD: 0.085
ID: 0.0
MassPerUnitLength: 10e-6
EI:
- 0
- ~
EA: 10.0
- Name: Ear line
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
Pen:
- 1
- Solid
- $004080
OD: 0.05
ID: 0.0
MassPerUnitLength: 100e-6
EI:
- 1e-6
- ~
EA: 295.0
- Name: Tail line
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0
... truncated (11411 total lines)
20_generic_objects.yml — 11411 lines
Semantic Validation (Pre-Statics)
8 of 12 sections match, 3 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 3DBuoys | 13 | 2 | 0 | 0 | TYPE_MISMATCH |
| 6DBuoys | 78 | 0 | 0 | 0 | MATCH |
| Environment | 41 | 0 | 3 | 0 | MISSING |
| General | 29 | 0 | 7 | 2 | EXTRA |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineContactData | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 251 | 0 | 0 | 0 | MATCH |
| Lines | 300 | 0 | 1 | 0 | COSMETIC |
| Links | 6 | 0 | 0 | 0 | MATCH |
| Shapes | 133 | 0 | 0 | 0 | MATCH |
| VesselTypes | 24 | 0 | 0 | 0 | MATCH |
| Vessels | 30 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Ropeway | End A Tension | 1.96 | 1.96 | 0.00% | 1.96 | 0.00% | 0.00% | OK |
| End B Tension | 1.89 | 1.89 | 0.00% | 1.89 | 0.00% | 0.00% | OK |
| Max Tension | 1.96 | 1.96 | 0.00% | 1.96 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Tube | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | -0.03 | -0.03 | 0.00% | -0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| TBar vertical | End A Tension | 0.59 | 0.59 | 0.00% | 0.59 | 0.00% | 0.00% | OK |
| End B Tension | 0.39 | 0.39 | 0.00% | 0.39 | 0.00% | 0.00% | OK |
| Max Tension | 0.59 | 0.59 | 0.00% | 0.59 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| TBar horizontal | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Tail | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Ear1 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Ear2 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Paw1 | End A Tension | 0.08 | 0.08 | 0.00% | 0.08 | 0.00% | 0.00% | OK |
| End B Tension | 0.08 | 0.08 | 0.00% | 0.08 | 0.00% | 0.00% | OK |
| Max Tension | 0.08 | 0.08 | 0.00% | 0.08 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Paw2 | End A Tension | 0.08 | 0.08 | 0.00% | 0.08 | 0.00% | 0.00% | OK |
| End B Tension | 0.08 | 0.08 | 0.00% | 0.08 | 0.00% | 0.00% | OK |
| Max Tension | 0.08 | 0.08 | 0.00% | 0.08 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| BrakeLine | End A Tension | 0.30 | 0.30 | 0.00% | 0.30 | 0.00% | 0.00% | OK |
| End B Tension | 0.30 | 0.30 | 0.00% | 0.30 | 0.00% | 0.00% | OK |
| Max Tension | 0.30 | 0.30 | 0.00% | 0.30 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
F07 Suction anchor lowering
Static Profile
Model Info
| Property | Value |
|---|
| File | F07 Suction anchor lowering.dat |
| Size | 335 KB |
| Objects | 68 |
| Lines | 1 |
| Links | 4 |
| Vessels | 1 |
| 6D Buoys | 7 |
| Statics Time | 0.090 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Crane wire | 50.0 | 10 | 1882.2 | 1872.0 | 1882.2 | 0.00 |
Input Files
spec.yml (329.4 KB)
metadata:
name: f07_suction_anchor_lowering
description: Extracted from F07 Suction anchor lowering.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 500.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: User specified components
height: 0
period: 8
direction: 45.0
phase: 0
gamma: 3.3
current:
speed: 1.0
direction: 50.0
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 10.0
direction: 45.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 500
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
WaveTrains:
- Name: wave1
WaveType: User specified components
WaveDirection: 45
WaveOrigin:
- 71.342
- 0
WaveTimeOrigin: 0
WaveUserSpecifiedComponentPeriod, WaveUserSpecifiedComponentAmplitude, WaveUserSpecifiedComponentPhaseLag:
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- 0.0375
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- - 17.26416151
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- - 17.15832234
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- - 17.05914723
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- - 16.96604171
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- - 16.87847508
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- - 16.79596961
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- - 16.71809346
- 0.0375
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- 0.0375
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- - 16.57470428
- 0.0375
- 120.5941548
- - 16.50852038
- 0.0375
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- - 16.44560454
- 0.0375
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- - 16.38568583
- 0.0375
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- - 16.32853019
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- - 16.27391821
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- - 16.22163714
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- - 16.03248872
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... truncated (13763 total lines)spec.yml — 13763 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.01
LogPrecision: Single
TargetLogSampleInterval: 0.01
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 20
- 150
- 250
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 26 lines
includes/03_environment.yml (13.0 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
KinematicStretchingMethod: Vertical stretching
SeabedSlope: 0.0
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 500.0
WaveTrains:
- Name: wave1
WaveType: User specified components
WaveDirection: 45.0
WaveOrigin:
- 71.342
- 0
WaveTimeOrigin: 0
WaveUserSpecifiedComponentPeriod, WaveUserSpecifiedComponentAmplitude, WaveUserSpecifiedComponentPhaseLag:
- - 21.79464491
- 0.0375
- 358.4300072
- - 20.62950912
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- 282.0638422
- - 14.69272514
- 0.0375
- 264.5395728
- - 14.66862771
- 0.0375
- 253.212926
- - 14.64446369
- 0.0375
- 6.502902936
- - 14.62021552
- 0.0375
- 173.8094962
... truncated (665 total lines)03_environment.yml — 665 lines
includes/20_generic_objects.yml (262.8 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.01
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: 64mm wire rope
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.055
ID: 0.0
MassPerUnitLength: 0.0208
EI:
- 0
- ~
EA: 236e3
VesselTypes:
- Name: Vessel type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
- 102.485459414
- 0
- 0
- 0.191658108974
- 17.7524728828
- 0
- 0
- 1.78684314
- -90.5857624761
- 0
- 0
- - 9
- 0.349074258662
- 100.112196896
- 0
- 0
- 0.327674426304
- 13.9897528763
- 0
- 0
- 1.84465053476
- -91.1732439979
- 0
- 0
- - 9.5
- 0.432985285958
- 98.4250410328
- 0
- 0
- 0.442677738799
- 11.6057820992
- 0
- 0
- 1.82413976128
- -91.5567818355
- 0
- 0
- - 10
- 0.505473014633
- 97.2257712184
- 0
- 0
- 0.538106553675
- 9.79445771308
- 0
- 0
- 1.76216522998
- -91.7041230218
- 0
- 0
- - 11
- 0.621151066365
- 95.6787828839
- 0
- 0
- 0.679539528729
... truncated (12972 total lines)20_generic_objects.yml — 12972 lines
Semantic Validation (Pre-Statics)
11 of 13 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 3DBuoys | 15 | 0 | 0 | 0 | MATCH |
| 6DBuoys | 251 | 0 | 0 | 0 | MATCH |
| Environment | 41 | 0 | 1 | 0 | MISSING |
| FrictionCoefficients | 1 | 0 | 0 | 0 | MATCH |
| General | 22 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 37 | 0 | 0 | 0 | MATCH |
| Lines | 29 | 0 | 0 | 0 | MATCH |
| Links | 24 | 0 | 0 | 0 | MATCH |
| Shapes | 339 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
| Winches | 24 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Crane wire | End A Tension | 1882.16 | 1882.16 | 0.00% | 1882.16 | 0.00% | 0.00% | OK |
| End B Tension | 1871.97 | 1871.97 | 0.00% | 1871.97 | 0.00% | 0.00% | OK |
| Max Tension | 1882.16 | 1882.16 | 0.00% | 1882.16 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
F02 Passive compensation
Static Profile
Model Info
| Property | Value |
|---|
| File | F02 Passive compensation.dat |
| Size | 343 KB |
| Objects | 45 |
| Lines | 3 |
| Links | 12 |
| Vessels | 1 |
| 6D Buoys | 7 |
| Statics Time | 0.196 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Crane wire | 36.0 | 36 | 195.2 | 193.7 | 195.2 | 0.00 |
| Crane wire nonlinear | 33.7 | 34 | 204.9 | 203.5 | 204.9 | 0.00 |
| Crane wire linear | 33.7 | 34 | 204.9 | 203.5 | 204.9 | 0.00 |
Input Files
spec.yml (616.9 KB)
metadata:
name: f02_passive_compensation
description: Extracted from F02 Passive compensation.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: JONSWAP
height: 3.5
period: 8.0
direction: 180.0
phase: 0
gamma: 3.3
current:
speed: 0.0
direction: 180.0
profile:
- - 0.0
- 0.5
- - 100.0
- 0.45
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 3.5
WaveTz: 8
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 0.5
- 0
- - 100
- 0.45
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Wire frame
DefaultViewSize: 130.6711409395973
DefaultViewCentre:
- 49.95525727069351
- 0
- -40.54457006441152
DefaultViewAzimuth: 270
DefaultViewElevation: 0
line_types:
- name: 35 mm wire
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
category: General
outer_diameter: 0.06
inner_diameter: 0.0
mass_per_length: 0.004423352500000001
bending_stiffness:
- 0
- ~
axial_stiffness: 44.95750000000001e3
- name: Compensator Rod
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
... truncated (32300 total lines)spec.yml — 32300 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 100
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.8 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedSlope: 0.0
KinematicStretchingMethod: Vertical stretching
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 3.5
WaveTz: 8.0
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 0.5
- 0
- - 100.0
- 0.45
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 68 lines
includes/20_generic_objects.yml (487.8 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Constrainttranslationalstiffness:
- IndependentValue, DependentValue:
- - -0.05
- -500
- - 0
- 195
- - 0.05
- 195.64
- - 0.1
- 196.3
- - 0.2
- 200.8
- - 0.3
- 209.8
- - 0.4
- 223.4
- - 0.5
- 241.5
- - 0.6
- 264.2
- - 0.7
- 291.3
- - 0.8
- 323
- - 0.9
- 359.3
- - 1
- 400
Hysteretic: false
Name: Nonlinear heave stiffness
Constrainttranslationaldamping:
- IndependentValue, DependentValue:
- - -1
- -450
- - -0.8
- -432
- - -0.6
- -378
- - -0.4
- -288
- - -0.2
- -162
- - 0
- 0
- - 0.2
- 22.4
- - 0.4
- 31.6
- - 0.6
- 38.7
- - 0.8
- 44.7
- - 1
- 50
Name: Nonlinear heave damping
LineTypes:
- Name: 35 mm wire
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.06
ID: 0.0
MassPerUnitLength: 0.004423352500000001
EI:
- 0
- ~
EA: 44.95750000000001e3
- Name: Compensator Rod
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 5
- Solid
- $8000FF
OD: 1e-6
ID: 0.0
MassPerUnitLength: 1e-6
EI:
- 120
- ~
EA: 10e-6
VesselTypes:
- Name: Default Type
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
... truncated (32126 total lines)20_generic_objects.yml — 32126 lines
Semantic Validation (Pre-Statics)
10 of 12 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 277 | 0 | 0 | 0 | MATCH |
| ClumpTypes | 16 | 0 | 0 | 0 | MATCH |
| Constraints | 32 | 0 | 0 | 0 | MATCH |
| Environment | 43 | 0 | 1 | 0 | MISSING |
| General | 22 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 75 | 0 | 0 | 0 | MATCH |
| Lines | 94 | 0 | 0 | 0 | MATCH |
| Links | 88 | 0 | 0 | 0 | MATCH |
| VariableData | 5 | 0 | 0 | 0 | MATCH |
| VesselTypes | 22 | 0 | 0 | 0 | MATCH |
| Vessels | 25 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Crane wire | End A Tension | 195.24 | 195.24 | 0.00% | 195.24 | 0.00% | 0.00% | OK |
| End B Tension | 193.68 | 193.68 | 0.00% | 193.68 | 0.00% | 0.00% | OK |
| Max Tension | 195.24 | 195.24 | 0.00% | 195.24 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Crane wire nonlinear | End A Tension | 204.95 | 204.95 | 0.00% | 204.95 | 0.00% | 0.00% | OK |
| End B Tension | 203.49 | 203.49 | 0.00% | 203.49 | 0.00% | 0.00% | OK |
| Max Tension | 204.95 | 204.95 | 0.00% | 204.95 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Crane wire linear | End A Tension | 204.95 | 204.95 | 0.00% | 204.95 | 0.00% | 0.00% | OK |
| End B Tension | 203.49 | 203.49 | 0.00% | 203.49 | 0.00% | 0.00% | OK |
| Max Tension | 204.95 | 204.95 | 0.00% | 204.95 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
D03 Lay on tower
Static Profile
Model Info
| Property | Value |
|---|
| File | D03 Lay on tower.dat |
| Size | 352 KB |
| Objects | 43 |
| Lines | 11 |
| Links | 0 |
| Vessels | 2 |
| 6D Buoys | 1 |
| Statics Time | 0.729 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Lower Flowline | 130.0 | 87 | 42.7 | 37.0 | 131.6 | 35.34 |
| Upper Flowline | 260.0 | 90 | 442.3 | 43.1 | 442.3 | 3.48 |
| Aux Winch Wire | 234.0 | 23 | 133.4 | 113.7 | 133.4 | 0.00 |
| Moonpool Bot X+ | 10.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Moonpool Bot X- | 10.0 | 1 | -0.0 | -0.0 | -0.0 | 0.00 |
| Moonpool Bot Y+ | 10.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Moonpool Bot Y- | 10.0 | 1 | -0.0 | -0.0 | -0.0 | 0.00 |
| Moonpool Top X+ | 10.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Moonpool Top X- | 10.0 | 1 | -0.0 | -0.0 | -0.0 | 0.00 |
| Moonpool Top Y+ | 10.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Moonpool Top Y- | 10.0 | 1 | -0.0 | -0.0 | -0.0 | 0.00 |
Input Files
spec.yml (538.3 KB)
metadata:
name: d03_lay_on_tower
description: Extracted from D03 Lay on tower.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 300
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Airy
height: 0
period: 10
direction: 180
current:
speed: 0
direction: 180
profile:
- - 0.0
- 1.0
- - 20.0
- 0.9
- - 50.0
- 0.7999999999999999
- - 100.0
- 0.6
- - 200.0
- 0.39999999999999997
- - 300.0
- 0.19999999999999998
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 300
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
WaveTrains:
- Name: Wave1
WaveType: Airy
WaveDirection: 180
WaveHeight: 0
WavePeriod: 10
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 20
- 0.9
- 0
- - 50
- 0.7999999999999999
- 0
- - 100
- 0.6
- 0
- - 200
- 0.39999999999999997
- 0
- - 300
- 0.19999999999999998
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
simulation:
stages:
- 8
- 16
- 16
- 16
- 16
time_step: 0.02
generic:
line_types:
- name: Riser
category: General
outer_diameter: 0.375
inner_diameter: 0.25
mass_per_length: 0.22499999999999998
bending_stiffness:
- 120
- ~
axial_stiffness: 100e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10e3
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
- name: 50mm Wire Core
category: General
outer_diameter: 0.04000000000000001
inner_diameter: 0
mass_per_length: 0.00997425
bending_stiffness:
- 0
- ~
axial_stiffness: 101.00000000000001e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
... truncated (21148 total lines)spec.yml — 21148 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: spec.yml
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.02
LogPrecision: Single
TargetLogSampleInterval: 0.02
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 8
- 16
- 16
- 16
- 16
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 28 lines
includes/03_environment.yml (1.7 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
KinematicStretchingMethod: Vertical stretching
SeabedSlope: 0.0
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 300.0
WaveTrains:
- Name: Wave1
WaveType: Airy
WaveDirection: 180.0
WaveHeight: 0.0
WavePeriod: 10.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 20.0
- 0.9
- 0
- - 50.0
- 0.7999999999999999
- 0
- - 100.0
- 0.6
- 0
- - 200.0
- 0.39999999999999997
- 0
- - 300.0
- 0.19999999999999998
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 72 lines
includes/20_generic_objects.yml (453.2 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: Riser
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10e3
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
OD: 0.375
ID: 0.25
MassPerUnitLength: 0.22499999999999998
EI:
- 120
- ~
EA: 100e3
- Name: 50mm Wire Core
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Red
OD: 0.04000000000000001
ID: 0.0
MassPerUnitLength: 0.00997425
EI:
- 0
- ~
EA: 101.00000000000001e3
- Name: Moonpool Edge Marker
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: 2
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 2
- Solid
- Aqua
OD: 0.001
ID: 0.0
MassPerUnitLength: 0.001
EI:
- 100
- ~
EA: 100e3
VesselTypes:
- Name: Installation Vessel
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
... truncated (20988 total lines)20_generic_objects.yml — 20988 lines
Semantic Validation (Pre-Statics)
8 of 11 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 22 | 0 | 0 | 0 | MATCH |
| Environment | 41 | 0 | 1 | 0 | MISSING |
| FrictionCoefficients | 2 | 0 | 0 | 0 | MATCH |
| General | 22 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 113 | 0 | 0 | 0 | MATCH |
| Lines | 338 | 0 | 2 | 0 | COSMETIC |
| Shapes | 93 | 0 | 0 | 0 | MATCH |
| VesselTypes | 48 | 0 | 0 | 0 | MATCH |
| Vessels | 48 | 0 | 0 | 0 | MATCH |
| Winches | 20 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Lower Flowline | End A Tension | 42.73 | 42.73 | 0.00% | 42.73 | 0.00% | 0.00% | OK |
| End B Tension | 37.01 | 37.01 | 0.00% | 37.01 | 0.00% | 0.00% | OK |
| Max Tension | 131.60 | 131.60 | 0.00% | 131.60 | 0.00% | 0.00% | OK |
| Max Bending | 35.34 | 35.34 | 0.00% | 35.34 | 0.00% | 0.00% | OK |
| Upper Flowline | End A Tension | 442.34 | 442.34 | 0.00% | 442.34 | 0.00% | 0.00% | OK |
| End B Tension | 43.11 | 43.11 | 0.00% | 43.11 | 0.00% | 0.00% | OK |
| Max Tension | 442.34 | 442.34 | 0.00% | 442.34 | 0.00% | 0.00% | OK |
| Max Bending | 3.48 | 3.48 | 0.00% | 3.48 | 0.00% | 0.00% | OK |
| Aux Winch Wire | End A Tension | 133.41 | 133.41 | 0.00% | 133.41 | 0.00% | 0.00% | OK |
| End B Tension | 113.71 | 113.71 | 0.00% | 113.71 | 0.00% | 0.00% | OK |
| Max Tension | 133.41 | 133.41 | 0.00% | 133.41 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Moonpool Bot X+ | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Moonpool Bot X- | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Moonpool Bot Y+ | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Moonpool Bot Y- | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Moonpool Top X+ | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Moonpool Top X- | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Moonpool Top Y+ | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Moonpool Top Y- | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
A04 Disconnecting turret system
Static Profile
Model Info
| Property | Value |
|---|
| File | A04 Disconnecting turret system.dat |
| Size | 360 KB |
| Objects | 64 |
| Lines | 26 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 1 |
| Statics Time | 3.756 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| GI | 260.0 | 130 | 91.4 | 17.7 | 91.4 | 3.58 |
| Prod N | 260.0 | 130 | 123.4 | 25.3 | 123.4 | 5.20 |
| GL | 260.0 | 130 | 67.9 | 14.5 | 67.9 | 0.34 |
| Prod S | 260.0 | 130 | 122.5 | 24.9 | 122.5 | 5.27 |
| WI | 260.0 | 130 | 139.1 | 24.0 | 139.1 | 5.77 |
| Umb | 260.0 | 130 | 58.3 | 9.9 | 58.3 | 2.35 |
| LEG1 | 510.0 | 153 | 7162.2 | 3396.1 | 7162.2 | 0.00 |
| LEG2 | 510.0 | 153 | 7170.0 | 3410.8 | 7170.0 | 0.00 |
| LEG3 | 510.0 | 153 | 7164.1 | 3400.2 | 7164.1 | 0.00 |
| Shell of Turret | 8.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Vertical N | 9.5 | 1 | -5.4 | 29.1 | 29.1 | 0.00 |
| Vertical NW | 9.5 | 1 | -5.4 | 29.1 | 29.1 | 0.00 |
| Vertical W | 9.5 | 1 | -5.4 | 29.1 | 29.1 | 0.00 |
| Vertical SW | 9.5 | 1 | -5.4 | 29.1 | 29.1 | 0.00 |
| Vertical S | 9.5 | 1 | -5.4 | 29.1 | 29.1 | 0.00 |
| Vertical SE | 9.5 | 1 | -5.4 | 29.1 | 29.1 | 0.00 |
| Vertical E | 9.5 | 1 | -5.4 | 29.1 | 29.1 | 0.00 |
| Vertical NE | 9.5 | 1 | -5.4 | 29.1 | 29.1 | 0.00 |
| Slope N | 7.0 | 1 | 1409.7 | 1449.5 | 1449.5 | 0.00 |
| Slope NW | 7.0 | 1 | 1409.7 | 1449.5 | 1449.5 | 0.00 |
| Slope W | 7.0 | 1 | 1409.7 | 1449.5 | 1449.5 | 0.00 |
| Slope SW | 7.0 | 1 | 1409.7 | 1449.5 | 1449.5 | 0.00 |
| Slope S | 7.0 | 1 | 1409.7 | 1449.5 | 1449.5 | 0.00 |
| Slope SE | 7.0 | 1 | 1409.7 | 1449.5 | 1449.5 | 0.00 |
| Slope E | 7.0 | 1 | 1409.7 | 1449.5 | 1449.5 | 0.00 |
| Slope NE | 7.0 | 1 | 1409.7 | 1449.5 | 1449.5 | 0.00 |
Input Files
spec.yml (326.3 KB)
metadata:
name: a04_disconnecting_turret_system
description: Extracted from A04 Disconnecting turret system.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 200.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Dean stream
height: 14.2
period: 17.5
direction: 0.0
phase: 0
gamma: 3.3
current:
speed: 1.0
direction: 0.0
profile:
- - 0.0
- 0.6
- - 20.0
- 0.5
- - 100.0
- 0.45
- - 150.0
- 0.4
- - 190.0
- 0.2
- - 200.0
- 0.1
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 200
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 0
WaveHeight: 14.2
WavePeriod: 17.5
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 1
RefCurrentDirection: 0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 0.6
- -25
- - 20
- 0.5
- -10
- - 100
- 0.45
- 0
- - 150
- 0.4
- 30
- - 190
- 0.2
- 45
- - 200
- 0.1
- 60
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: true
ImplicitVariableMaxTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
NorthDirection: 90
DefaultViewMode: Shaded
DefaultShadedFillMode: Solid
DefaultShadedProjectionMode: Perspective
DefaultViewSize: 403.851056707969
DefaultViewCentre:
- 27.2687750918258
- 127.529426656563
- -88.8503555803685
DefaultViewAzimuth: 267.1
DefaultViewElevation: 0
line_types:
- name: 10"Product
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
... truncated (12738 total lines)spec.yml — 12738 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 17.5
- 17.5
- 5
- 47.5
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 27 lines
includes/03_environment.yml (1.7 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
SeabedSlope: 0.0
Density: 1.025
SeabedOriginDepth: 200.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 0.0
WaveHeight: 14.2
WavePeriod: 17.5
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 1.0
RefCurrentDirection: 0.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 0.6
- 0
- - 20.0
- 0.5
- 0
- - 100.0
- 0.45
- 0
- - 150.0
- 0.4
- 0
- - 190.0
- 0.2
- 0
- - 200.0
- 0.1
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 73 lines
includes/20_generic_objects.yml (272.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: true
ImplicitVariableMaxTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
NorthDirection: 90
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Generic Drag
- IndependentValue, DependentValue:
- - 10e3
- 1.5218556301152
- - 50e3
- 1.5218556301152
- - 240e3
- 1.5218556301152
- - 255e3
- 1.51592459563244
- - 300e3
- 1.49813149218417
- - 340e3
- 1.43289011287382
- - 380e3
- 1.28461425080486
- - 425e3
- 1.05923494046003
- - 510e3
- 1.04737287149451
- - 600e3
- 1.05923494046003
- - 675e3
- 1.09482114735658
- - 850e3
- 1.14820045770141
- - 1.3e6
- 1.21344183701175
- - 1.7e6
- 1.22530390597727
- - 8.5e6
- 1.22530390597727
- - 25e6
- 1.22530390597727
Name: 10"P+Buoys drag
- IndependentValue, DependentValue:
- - 10e3
- 1.49886264216973
- - 50e3
- 1.49886264216973
- - 240e3
- 1.49886264216973
- - 255e3
- 1.49275153105862
- - 300e3
- 1.47441819772528
- - 340e3
- 1.40719597550306
- - 380e3
- 1.25441819772528
- - 425e3
- 1.02219597550306
- - 510e3
- 1.00997375328084
- - 600e3
- 1.02219597550306
- - 675e3
- 1.05886264216973
- - 850e3
- 1.11386264216973
- - 1.3e6
- 1.18108486439195
- - 1.7e6
- 1.19330708661417
- - 8.5e6
- 1.19330708661417
- - 25e6
- 1.19330708661417
Name: 9"GI+Buoys drag1
- IndependentValue, DependentValue:
- - 10e3
- 1.88055600192833
- - 50e3
- 1.88055600192833
- - 240e3
- 1.88055600192833
- - 255e3
- 1.87394885907119
- - 300e3
- 1.85412743049976
- - 340e3
- 1.78144885907119
- - 380e3
- 1.61627028764262
- - 425e3
- 1.36519885907119
- - 510e3
- 1.3519845733569
- - 600e3
- 1.36519885907119
- - 675e3
- 1.40484171621404
- - 850e3
- 1.46430600192833
- - 1.3e6
- 1.5369845733569
- - 1.7e6
- 1.55019885907119
- - 8.5e6
- 1.55019885907119
- - 25e6
- 1.55019885907119
Name: 5"GL+Buoys drag
- IndependentValue, DependentValue:
- - 10e3
- 1.56653225806452
- - 50e3
- 1.56653225806452
- - 240e3
- 1.56653225806452
- - 255e3
- 1.56028225806452
- - 300e3
- 1.54153225806452
- - 340e3
- 1.47278225806452
- - 380e3
- 1.31653225806452
- - 425e3
- 1.07903225806452
- - 510e3
- 1.06653225806452
- - 600e3
- 1.07903225806452
- - 675e3
- 1.11653225806452
- - 850e3
- 1.17278225806452
- - 1.3e6
- 1.24153225806452
- - 1.7e6
- 1.25403225806452
- - 8.5e6
- 1.25403225806452
- - 25e6
- 1.25403225806452
Name: Umb+Buoys drag
LineTypes:
- Name: 10"Product
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Red
OD: 0.3556
ID: 0.254
MassPerUnitLength: 0.1842262
EI:
- 124.86942768
- ~
EA: 711.2e3
- Name: 10"P+Buoys
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 1.18
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0.558450154888133
- ~
- 0.441549845111868
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 10"P+Buoys drag
- ~
- 0.202386788720375
Cl: 0
NormalDragLiftDiameter: 0.3556
AxialDragLiftDiameter: 0.3556
StressOD: 0.3556
StressID: 0.254
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 3
- Solid
... truncated (12501 total lines)20_generic_objects.yml — 12501 lines
Semantic Validation (Pre-Statics)
10 of 12 sections match, 2 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 23 | 0 | 0 | 0 | MATCH |
| Constraints | 16 | 0 | 0 | 0 | MATCH |
| Environment | 39 | 1 | 1 | 0 | MISSING |
| FrictionCoefficients | 1 | 0 | 0 | 0 | MATCH |
| General | 23 | 0 | 7 | 1 | EXTRA |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 418 | 0 | 0 | 0 | MATCH |
| Lines | 797 | 0 | 0 | 0 | MATCH |
| Shapes | 25 | 0 | 0 | 0 | MATCH |
| VariableData | 10 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 26 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| GI | End A Tension | 91.42 | 91.55 | 0.14% | 91.55 | 0.14% | 0.00% | OK |
| End B Tension | 17.75 | 18.41 | 3.60% | 18.41 | 3.60% | 0.00% | WARN |
| Max Tension | 91.42 | 91.55 | 0.14% | 91.55 | 0.14% | 0.00% | OK |
| Max Bending | 3.58 | 3.49 | 2.60% | 3.49 | 2.60% | 0.00% | WARN |
| Prod N | End A Tension | 123.37 | 123.41 | 0.03% | 123.41 | 0.03% | 0.00% | OK |
| End B Tension | 25.30 | 25.81 | 1.96% | 25.81 | 1.96% | 0.00% | WARN |
| Max Tension | 123.37 | 123.41 | 0.03% | 123.41 | 0.03% | 0.00% | OK |
| Max Bending | 5.20 | 5.12 | 1.50% | 5.12 | 1.50% | 0.00% | WARN |
| GL | End A Tension | 67.93 | 67.99 | 0.09% | 67.99 | 0.09% | 0.00% | OK |
| End B Tension | 14.51 | 14.44 | 0.48% | 14.44 | 0.48% | 0.00% | OK |
| Max Tension | 67.93 | 67.99 | 0.09% | 67.99 | 0.09% | 0.00% | OK |
| Max Bending | 0.34 | 0.34 | 0.59% | 0.34 | 0.59% | 0.00% | OK |
| Prod S | End A Tension | 122.51 | 122.53 | 0.01% | 122.53 | 0.01% | 0.00% | OK |
| End B Tension | 24.89 | 24.37 | 2.09% | 24.37 | 2.09% | 0.00% | WARN |
| Max Tension | 122.51 | 122.53 | 0.01% | 122.53 | 0.01% | 0.00% | OK |
| Max Bending | 5.27 | 5.35 | 1.62% | 5.35 | 1.62% | 0.00% | WARN |
| WI | End A Tension | 139.13 | 138.92 | 0.15% | 138.92 | 0.15% | 0.00% | OK |
| End B Tension | 24.01 | 23.49 | 2.17% | 23.49 | 2.17% | 0.00% | WARN |
| Max Tension | 139.13 | 138.92 | 0.15% | 138.92 | 0.15% | 0.00% | OK |
| Max Bending | 5.77 | 5.87 | 1.59% | 5.87 | 1.59% | 0.00% | WARN |
| Umb | End A Tension | 58.27 | 58.28 | 0.03% | 58.28 | 0.03% | 0.00% | OK |
| End B Tension | 9.86 | 9.93 | 0.68% | 9.93 | 0.68% | 0.00% | OK |
| Max Tension | 58.27 | 58.28 | 0.03% | 58.28 | 0.03% | 0.00% | OK |
| Max Bending | 2.35 | 2.34 | 0.51% | 2.34 | 0.51% | 0.00% | OK |
| LEG1 | End A Tension | 7162.23 | 7162.22 | 0.00% | 7162.22 | 0.00% | 0.00% | OK |
| End B Tension | 3396.13 | 3397.66 | 0.05% | 3397.66 | 0.05% | 0.00% | OK |
| Max Tension | 7162.23 | 7162.22 | 0.00% | 7162.22 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| LEG2 | End A Tension | 7170.00 | 7169.37 | 0.01% | 7169.37 | 0.01% | 0.00% | OK |
| End B Tension | 3410.82 | 3411.29 | 0.01% | 3411.29 | 0.01% | 0.00% | OK |
| Max Tension | 7170.00 | 7169.37 | 0.01% | 7169.37 | 0.01% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| LEG3 | End A Tension | 7164.12 | 7162.22 | 0.03% | 7162.22 | 0.03% | 0.00% | OK |
| End B Tension | 3400.17 | 3397.66 | 0.07% | 3397.66 | 0.07% | 0.00% | OK |
| Max Tension | 7164.12 | 7162.22 | 0.03% | 7162.22 | 0.03% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Shell of Turret | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical N | End A Tension | -5.43 | -5.43 | 0.00% | -5.43 | 0.00% | 0.00% | OK |
| End B Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical NW | End A Tension | -5.43 | -5.43 | 0.00% | -5.43 | 0.00% | 0.00% | OK |
| End B Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical W | End A Tension | -5.43 | -5.43 | 0.00% | -5.43 | 0.00% | 0.00% | OK |
| End B Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SW | End A Tension | -5.43 | -5.43 | 0.00% | -5.43 | 0.00% | 0.00% | OK |
| End B Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical S | End A Tension | -5.43 | -5.43 | 0.00% | -5.43 | 0.00% | 0.00% | OK |
| End B Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SE | End A Tension | -5.43 | -5.43 | 0.00% | -5.43 | 0.00% | 0.00% | OK |
| End B Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical E | End A Tension | -5.43 | -5.43 | 0.00% | -5.43 | 0.00% | 0.00% | OK |
| End B Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical NE | End A Tension | -5.43 | -5.43 | 0.00% | -5.43 | 0.00% | 0.00% | OK |
| End B Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Tension | 29.11 | 29.11 | 0.00% | 29.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Slope N | End A Tension | 1409.74 | 1409.74 | 0.00% | 1409.74 | 0.00% | 0.00% | OK |
| End B Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Slope NW | End A Tension | 1409.74 | 1409.74 | 0.00% | 1409.74 | 0.00% | 0.00% | OK |
| End B Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Slope W | End A Tension | 1409.74 | 1409.74 | 0.00% | 1409.74 | 0.00% | 0.00% | OK |
| End B Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Slope SW | End A Tension | 1409.74 | 1409.74 | 0.00% | 1409.74 | 0.00% | 0.00% | OK |
| End B Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Slope S | End A Tension | 1409.74 | 1409.74 | 0.00% | 1409.74 | 0.00% | 0.00% | OK |
| End B Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Slope SE | End A Tension | 1409.74 | 1409.74 | 0.00% | 1409.74 | 0.00% | 0.00% | OK |
| End B Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Slope E | End A Tension | 1409.74 | 1409.74 | 0.00% | 1409.74 | 0.00% | 0.00% | OK |
| End B Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Slope NE | End A Tension | 1409.74 | 1409.74 | 0.00% | 1409.74 | 0.00% | 0.00% | OK |
| End B Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Tension | 1449.51 | 1449.51 | 0.00% | 1449.51 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
H03 Floating and stowed lines
Static Profile
Model Info
| Property | Value |
|---|
| File | H03 Floating and stowed lines.dat |
| Size | 360 KB |
| Objects | 25 |
| Lines | 2 |
| Links | 2 |
| Vessels | 1 |
| 6D Buoys | 0 |
| Statics Time | 3.807 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Hose | 264.4 | 450 | 84.4 | 161.0 | 245.4 | 362.46 |
| Chain | 24.5 | 8 | 36.4 | 33.2 | 36.4 | 0.00 |
Input Files
spec.yml (275.3 KB)
metadata:
name: h03_floating_and_stowed_lines
description: Extracted from H03 Floating and stowed lines.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 50.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Dean stream
height: 13.2
period: 12.0
direction: 200.0
phase: 0
gamma: 3.3
current:
speed: 1.67
direction: 160.0
profile:
- - 0.0
- 1.0
- - 10.0
- 0.581
- - 50.0
- 0.0
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 50
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
SeabedDamping: 100
WaveTrains:
- Name: Wave 1
WaveType: Dean stream
WaveDirection: 200
WaveHeight: 13.2
WavePeriod: 12
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 1.67
RefCurrentDirection: 160
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 10
- 0.581
- 0
- - 50
- 0
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
Comments: "\r\n"
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMaxIterations: 800
StaticsMinDamping: 2
StaticsMaxDamping: 20
DynamicsSolutionMethod: Explicit time domain
AlwaysUseRecommendedTimeSteps: true
InnerTimeStep: 79e-6
TargetOuterTimeStep: 0.0023
RecommendedInnerTimeStepRatio: 10
RecommendedOuterTimeStepToInnerMultiple: 30
RecommendedOuterTimeStepToWavePeriodRatio: 40
TensionTargetDamping: 10
BendingTargetDamping: 10
TorsionTargetDamping: 10
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Shaded
DefaultShadedFillMode: Solid
DefaultShadedProjectionMode: Perspective
DefaultViewSize: 310.08765502801583
DefaultViewCentre:
- 59.177943589058316
- -154.72476642862117
- -48.22784287908191
DefaultViewAzimuth: 126.50000000000006
DefaultViewElevation: 15.800000000000045
line_types:
- name: 34mm Chain
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 0.12240000000000001
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0.5
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2.6
- ~
- 1.4
Cl: 0
NormalDragLiftDiameter: 0.034
AxialDragLiftDiameter: 0.010822536130248884
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
Pen:
- 2
- Solid
- Lime
category: General
outer_diameter: 0.06426
inner_diameter: 0.0
... truncated (10765 total lines)spec.yml — 10765 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 9
- 60
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.6 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedSlope: 0.0
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 50.0
WaveTrains:
- Name: Wave 1
WaveType: Dean stream
WaveDirection: 200.0
WaveHeight: 13.2
WavePeriod: 12.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 1.67
RefCurrentDirection: 160.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 10.0
- 0.581
- 0
- - 50.0
- 0.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 64 lines
includes/20_generic_objects.yml (230.1 KB)
General:
Comments: "\r\n"
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMaxIterations: 800
StaticsMinDamping: 2
StaticsMaxDamping: 20
DynamicsSolutionMethod: Explicit time domain
AlwaysUseRecommendedTimeSteps: true
InnerTimeStep: 79e-6
TargetOuterTimeStep: 0.0023
RecommendedInnerTimeStepRatio: 10
RecommendedOuterTimeStepToInnerMultiple: 30
RecommendedOuterTimeStepToWavePeriodRatio: 40
TensionTargetDamping: 10
BendingTargetDamping: 10
TorsionTargetDamping: 10
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: 34mm Chain
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 0.12240000000000001
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0.5
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2.6
- ~
- 1.4
Cl: 0
NormalDragLiftDiameter: 0.034
AxialDragLiftDiameter: 0.010822536130248884
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
Pen:
- 2
- Solid
- Lime
OD: 0.06426
ID: 0.0
MassPerUnitLength: 0.025316400000000003
EI:
- 0
- ~
EA: 116.75600000000001e3
- Name: Hose Bottom Majority
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 40
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
Pen:
- 1
- Solid
- $FF8080
OD: 0.7
ID: 0.5
MassPerUnitLength: 0.2
EI:
- 100
- ~
EA: 1200.0
- Name: Hose Main Line
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 40
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
Pen:
- 1
- Solid
- $C08000
OD: 0.74
ID: 0.5
MassPerUnitLength: 0.25
EI:
- 120
- ~
EA: 1200.0
- Name: Hose Bottom End B
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 40
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
Pen:
- 1
- Solid
- Teal
OD: 0.8
ID: 0.5
MassPerUnitLength: 0.3
EI:
- 120
- ~
EA: 1200.0
- Name: Hose Flange
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.3
ExpansionTable: None
GJ: 933e3
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
ClashDamping: 0
Ca:
- 1
- ~
- 1.1
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 1.2
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
... truncated (10602 total lines)
20_generic_objects.yml — 10602 lines
Semantic Validation (Pre-Statics)
7 of 9 sections match, 2 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| Environment | 40 | 0 | 2 | 0 | MISSING |
| General | 33 | 0 | 7 | 2 | EXTRA |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 343 | 0 | 0 | 0 | MATCH |
| Lines | 64 | 0 | 0 | 0 | MATCH |
| Links | 17 | 0 | 0 | 0 | MATCH |
| Shapes | 13 | 0 | 0 | 0 | MATCH |
| VesselTypes | 23 | 0 | 0 | 0 | MATCH |
| Vessels | 23 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Hose | End A Tension | 84.35 | 84.35 | 0.00% | 84.35 | 0.00% | 0.00% | OK |
| End B Tension | 161.04 | 161.04 | 0.00% | 161.04 | 0.00% | 0.00% | OK |
| Max Tension | 245.38 | 245.38 | 0.00% | 245.38 | 0.00% | 0.00% | OK |
| Max Bending | 362.46 | 362.46 | 0.00% | 362.46 | 0.00% | 0.00% | OK |
| Chain | End A Tension | 36.43 | 36.43 | 0.00% | 36.43 | 0.00% | 0.00% | OK |
| End B Tension | 33.25 | 33.25 | 0.00% | 33.25 | 0.00% | 0.00% | OK |
| Max Tension | 36.43 | 36.43 | 0.00% | 36.43 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
D04 J-tube pull in
Static Profile
Model Info
| Property | Value |
|---|
| File | D04 J-tube pull in.dat |
| Size | 368 KB |
| Objects | 32 |
| Lines | 3 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 0 |
| Statics Time | 3.021 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Riser | 297.0 | 252 | 25.2 | 124.5 | 128.5 | 40.27 |
| J Tube | 78.0 | 48 | 10972.6 | 0.0 | 10972.6 | 32205.25 |
| Tower | 65.0 | 13 | 1985.8 | 11400.2 | 11400.2 | 21244.07 |
Input Files
spec.yml (273.4 KB)
metadata:
name: d04_j_tube_pull_in
description: Extracted from D04 J-tube pull in.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 120.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Dean stream
height: 3.0
period: 8.0
direction: 180.0
phase: 0
gamma: 3.3
current:
speed: 0.0
direction: 180.0
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 120
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180
WaveHeight: 3
WavePeriod: 8
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Parent lines excluded
WholeSystemStaticsEnabled: true
StaticsMinDamping: 5
StaticsMaxDamping: 50
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Wire frame
DefaultViewSize: 147.65734336943012
DefaultViewCentre:
- -15.956038595784484
- 9.76638345395742e-06
- -62.92441874552763
DefaultViewAzimuth: 270
DefaultViewElevation: 0
line_types:
- name: Pullhead
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.3
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 5
- Solid
- Red
category: General
outer_diameter: 0.4
inner_diameter: 0.0
mass_per_length: 0.6
bending_stiffness:
- 500
- ~
axial_stiffness: 7e6
- name: J Tube Line
properties:
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
... truncated (10716 total lines)spec.yml — 10716 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.01
LogPrecision: Single
TargetLogSampleInterval: 0.01
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 8
- 275
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedSlope: 0.0
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 120.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180.0
WaveHeight: 3.0
WavePeriod: 8.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (228.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Parent lines excluded
WholeSystemStaticsEnabled: true
StaticsMinDamping: 5
StaticsMaxDamping: 50
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Payoutrate:
- DataSource: Internal
IndependentValue, DependentValue:
- - -8
- 0
- - 0
- 0
- - 10
- -0.1
- - 430
- -0.1
Name: Haul In J Tube
- DataSource: Internal
IndependentValue, DependentValue:
- - -8
- 0
- - 0
- 0
- - 10
- 0.1
- - 430
- 0.1
Name: Payout Vessel
Linetypediameter:
- IndependentValue, DependentValue:
- - 0
- 0.8
- - 2.5
- 2
- - 5
- 4.8
Name: bellmouth inner
- IndependentValue, DependentValue:
- - 0
- 1.8
- - 2.5
- 3
- - 5
- 5.8
Name: bellmouth outer
LineTypes:
- Name: Pullhead
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.3
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 5
- Solid
- Red
OD: 0.4
ID: 0.0
MassPerUnitLength: 0.6
EI:
- 500
- ~
EA: 7e6
- Name: J Tube Line
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Blue
OD: 1.8
ID: 0.8
- Name: Tower LineType
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Gray
OD: 10.0
ID: 9.95
- Name: Riser Props
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.3
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
OD: 0.35
ID: 0.25
MassPerUnitLength: 0.181325
EI:
- 117.1875
- ~
EA: 700e3
- Name: Wire
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.3
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: 0.1
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Lime
OD: 0.04
ID: 0.0
MassPerUnitLength: 0.00997425
EI:
- 1
- ~
EA: 101e3
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
... truncated (10552 total lines)20_generic_objects.yml — 10552 lines
Semantic Validation (Pre-Statics)
8 of 11 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| General | 24 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineContactData | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 161 | 0 | 0 | 0 | MATCH |
| Lines | 86 | 0 | 2 | 0 | COSMETIC |
| Shapes | 95 | 0 | 0 | 0 | MATCH |
| SupportTypes | 7 | 0 | 0 | 0 | MATCH |
| VariableData | 10 | 0 | 0 | 0 | MATCH |
| VesselTypes | 21 | 0 | 0 | 0 | MATCH |
| Vessels | 32 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Riser | End A Tension | 25.20 | 25.20 | 0.00% | 25.20 | 0.00% | 0.00% | OK |
| End B Tension | 124.49 | 124.49 | 0.00% | 124.49 | 0.00% | 0.00% | OK |
| Max Tension | 128.55 | 128.55 | 0.00% | 128.55 | 0.00% | 0.00% | OK |
| Max Bending | 40.27 | 40.27 | 0.00% | 40.27 | 0.00% | 0.00% | OK |
| J Tube | End A Tension | 10972.57 | 10972.57 | 0.00% | 10972.57 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 10972.57 | 10972.57 | 0.00% | 10972.57 | 0.00% | 0.00% | OK |
| Max Bending | 32205.25 | 32205.25 | 0.00% | 32205.25 | 0.00% | 0.00% | OK |
| Tower | End A Tension | 1985.83 | 1985.83 | 0.00% | 1985.83 | 0.00% | 0.00% | OK |
| End B Tension | 11400.17 | 11400.17 | 0.00% | 11400.17 | 0.00% | 0.00% | OK |
| Max Tension | 11400.17 | 11400.17 | 0.00% | 11400.17 | 0.00% | 0.00% | OK |
| Max Bending | 21244.07 | 21244.07 | 0.00% | 21244.07 | 0.00% | 0.00% | OK |
A03 Jumper to high tower
Static Profile
Model Info
| Property | Value |
|---|
| File | A03 Jumper to high tower.dat |
| Size | 379 KB |
| Objects | 56 |
| Lines | 13 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 1 |
| Statics Time | 3.808 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Product N Out | 280.0 | 53 | 148.3 | 115.4 | 148.3 | 11.56 |
| Control N | 270.0 | 52 | 86.7 | 64.9 | 86.7 | 11.12 |
| Product N In | 280.0 | 53 | 148.2 | 115.3 | 148.2 | 11.45 |
| Gas | 300.0 | 55 | 292.7 | 231.1 | 292.7 | 18.71 |
| Water | 280.0 | 53 | 118.5 | 90.2 | 118.5 | 15.48 |
| Product S In | 280.0 | 53 | 148.2 | 115.3 | 148.2 | 11.45 |
| Control S | 270.0 | 52 | 86.7 | 64.9 | 86.7 | 11.11 |
| Product S Out | 280.0 | 157 | 148.4 | 115.4 | 148.4 | 11.53 |
| Tower | 1270.0 | 127 | 22115.0 | 22084.8 | 22217.0 | 45790.17 |
| Product Riser1 | 1270.0 | 254 | 1282.3 | 633.8 | 1282.3 | 258.58 |
| Product Riser2 | 1270.0 | 254 | 1302.0 | 653.5 | 1302.0 | 261.16 |
| Product Riser3 | 1270.0 | 254 | 1283.1 | 634.5 | 1283.1 | 258.68 |
| Product Riser4 | 1270.0 | 254 | 1264.8 | 616.6 | 1264.8 | 240.71 |
Input Files
spec.yml (325.9 KB)
metadata:
name: a03_jumper_to_high_tower
description: Extracted from A03 Jumper to high tower.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 1350
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Dean stream
height: 7.5
period: 16
direction: 270
current:
direction: 0
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 1350
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Swell
WaveType: Dean stream
WaveDirection: 270
WaveHeight: 7.5
WavePeriod: 16
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
- Name: Wind Waves
WaveType: Dean stream
WaveDirection: 0
WaveHeight: 3
WavePeriod: 9
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 10
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Power law
CurrentSpeedAtSurface: 1.5
CurrentSpeedAtSeabed: 0.45
RefCurrentDirection: 0
CurrentExponent: 7
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
simulation:
stages:
- 16
- 144
time_step: 0.1
generic:
line_types:
- name: Support
category: Homogeneous pipe
outer_diameter: 1.34
inner_diameter: 1.25
properties:
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: Generic Drag
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 3
- Solid
- Blue
- name: Production Jumper
category: General
outer_diameter: 0.3814
inner_diameter: 0.203
mass_per_length: 0.1805
bending_stiffness:
- 46.7
- ~
axial_stiffness: 46.3e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
- name: Gas Inject
category: General
outer_diameter: 0.3848
inner_diameter: 0.254
mass_per_length: 0.2908
bending_stiffness:
- 62.09
- ~
axial_stiffness: 28e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
... truncated (13159 total lines)spec.yml — 13159 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: spec.yml
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 16
- 144
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: 'No'
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Power law
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedSlope: 0.0
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 1350.0
WaveTrains:
- Name: Swell
WaveType: Dean stream
WaveDirection: 270.0
WaveHeight: 7.5
WavePeriod: 16.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
CurrentExponent: 7
CurrentSpeedAtSurface: 1.5
CurrentSpeedAtSeabed: 0.45
RefCurrentDirection: 0.0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 56 lines
includes/20_generic_objects.yml (271.8 KB)
General:
Comments: "\r\n"
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
NorthDirection: 90
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Generic Drag
Contentsflowvelocity:
- DataSource: Internal
IndependentValue, DependentValue:
- - -16
- 0
- - 0
- 0
- - 5
- -10
- - 144
- -10
Name: Start Up
LineTypes:
- Name: Support
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: Generic Drag
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 3
- Solid
- Blue
OD: 1.34
ID: 1.25
- Name: Production Jumper
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.3814
ID: 0.203
MassPerUnitLength: 0.1805
EI:
- 46.7
- ~
EA: 46.3e3
- Name: Gas Inject
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $FF80FF
OD: 0.3848
ID: 0.254
MassPerUnitLength: 0.2908
EI:
- 62.09
- ~
EA: 28e3
- Name: Water Inj
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Lime
OD: 0.2845
ID: 0.2032
MassPerUnitLength: 0.1051
EI:
- 46.66
- ~
EA: 36.6e3
- Name: Umbilicals
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic Drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
... truncated (13005 total lines)20_generic_objects.yml — 13005 lines
Semantic Validation (Pre-Statics)
8 of 11 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 21 | 0 | 0 | 0 | MATCH |
| Environment | 39 | 1 | 1 | 1 | EXTRA |
| General | 24 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineContactData | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 198 | 0 | 0 | 0 | MATCH |
| Lines | 402 | 0 | 5 | 0 | COSMETIC |
| Shapes | 208 | 0 | 0 | 0 | MATCH |
| VariableData | 5 | 0 | 0 | 0 | MATCH |
| VesselTypes | 23 | 0 | 0 | 0 | MATCH |
| Vessels | 25 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Product N Out | End A Tension | 148.35 | 148.35 | 0.00% | 148.35 | 0.00% | 0.00% | OK |
| End B Tension | 115.39 | 115.39 | 0.00% | 115.39 | 0.00% | 0.00% | OK |
| Max Tension | 148.35 | 148.35 | 0.00% | 148.35 | 0.00% | 0.00% | OK |
| Max Bending | 11.56 | 11.56 | 0.00% | 11.56 | 0.00% | 0.00% | OK |
| Control N | End A Tension | 86.70 | 86.70 | 0.00% | 86.70 | 0.00% | 0.00% | OK |
| End B Tension | 64.88 | 64.88 | 0.00% | 64.88 | 0.00% | 0.00% | OK |
| Max Tension | 86.70 | 86.70 | 0.00% | 86.70 | 0.00% | 0.00% | OK |
| Max Bending | 11.12 | 11.12 | 0.00% | 11.12 | 0.00% | 0.00% | OK |
| Product N In | End A Tension | 148.25 | 148.25 | 0.00% | 148.25 | 0.00% | 0.00% | OK |
| End B Tension | 115.33 | 115.33 | 0.00% | 115.33 | 0.00% | 0.00% | OK |
| Max Tension | 148.25 | 148.25 | 0.00% | 148.25 | 0.00% | 0.00% | OK |
| Max Bending | 11.45 | 11.45 | 0.00% | 11.45 | 0.00% | 0.00% | OK |
| Gas | End A Tension | 292.73 | 292.73 | 0.00% | 292.73 | 0.00% | 0.00% | OK |
| End B Tension | 231.12 | 231.12 | 0.00% | 231.12 | 0.00% | 0.00% | OK |
| Max Tension | 292.73 | 292.73 | 0.00% | 292.73 | 0.00% | 0.00% | OK |
| Max Bending | 18.71 | 18.71 | 0.00% | 18.71 | 0.00% | 0.00% | OK |
| Water | End A Tension | 118.52 | 118.52 | 0.00% | 118.52 | 0.00% | 0.00% | OK |
| End B Tension | 90.18 | 90.18 | 0.00% | 90.18 | 0.00% | 0.00% | OK |
| Max Tension | 118.52 | 118.52 | 0.00% | 118.52 | 0.00% | 0.00% | OK |
| Max Bending | 15.48 | 15.48 | 0.00% | 15.48 | 0.00% | 0.00% | OK |
| Product S In | End A Tension | 148.25 | 148.25 | 0.00% | 148.25 | 0.00% | 0.00% | OK |
| End B Tension | 115.33 | 115.33 | 0.00% | 115.33 | 0.00% | 0.00% | OK |
| Max Tension | 148.25 | 148.25 | 0.00% | 148.25 | 0.00% | 0.00% | OK |
| Max Bending | 11.45 | 11.45 | 0.00% | 11.45 | 0.00% | 0.00% | OK |
| Control S | End A Tension | 86.70 | 86.70 | 0.00% | 86.70 | 0.00% | 0.00% | OK |
| End B Tension | 64.89 | 64.89 | 0.00% | 64.89 | 0.00% | 0.00% | OK |
| Max Tension | 86.70 | 86.70 | 0.00% | 86.70 | 0.00% | 0.00% | OK |
| Max Bending | 11.11 | 11.11 | 0.00% | 11.11 | 0.00% | 0.00% | OK |
| Product S Out | End A Tension | 148.37 | 148.37 | 0.00% | 148.37 | 0.00% | 0.00% | OK |
| End B Tension | 115.39 | 115.39 | 0.00% | 115.39 | 0.00% | 0.00% | OK |
| Max Tension | 148.37 | 148.37 | 0.00% | 148.37 | 0.00% | 0.00% | OK |
| Max Bending | 11.53 | 11.53 | 0.00% | 11.53 | 0.00% | 0.00% | OK |
| Tower | End A Tension | 22115.02 | 22115.02 | 0.00% | 22115.02 | 0.00% | 0.00% | OK |
| End B Tension | 22084.76 | 22084.76 | 0.00% | 22084.76 | 0.00% | 0.00% | OK |
| Max Tension | 22217.01 | 22217.01 | 0.00% | 22217.01 | 0.00% | 0.00% | OK |
| Max Bending | 45790.17 | 45790.17 | 0.00% | 45790.17 | 0.00% | 0.00% | OK |
| Product Riser1 | End A Tension | 1282.34 | 1282.34 | 0.00% | 1282.34 | 0.00% | 0.00% | OK |
| End B Tension | 633.82 | 633.82 | 0.00% | 633.82 | 0.00% | 0.00% | OK |
| Max Tension | 1282.34 | 1282.34 | 0.00% | 1282.34 | 0.00% | 0.00% | OK |
| Max Bending | 258.58 | 258.58 | 0.00% | 258.58 | 0.00% | 0.00% | OK |
| Product Riser2 | End A Tension | 1302.03 | 1302.03 | 0.00% | 1302.03 | 0.00% | 0.00% | OK |
| End B Tension | 653.45 | 653.45 | 0.00% | 653.45 | 0.00% | 0.00% | OK |
| Max Tension | 1302.03 | 1302.03 | 0.00% | 1302.03 | 0.00% | 0.00% | OK |
| Max Bending | 261.16 | 261.16 | 0.00% | 261.16 | 0.00% | 0.00% | OK |
| Product Riser3 | End A Tension | 1283.06 | 1283.06 | 0.00% | 1283.06 | 0.00% | 0.00% | OK |
| End B Tension | 634.54 | 634.54 | 0.00% | 634.54 | 0.00% | 0.00% | OK |
| Max Tension | 1283.06 | 1283.06 | 0.00% | 1283.06 | 0.00% | 0.00% | OK |
| Max Bending | 258.68 | 258.68 | 0.00% | 258.68 | 0.00% | 0.00% | OK |
| Product Riser4 | End A Tension | 1264.84 | 1264.84 | 0.00% | 1264.84 | 0.00% | 0.00% | OK |
| End B Tension | 616.60 | 616.60 | 0.00% | 616.60 | 0.00% | 0.00% | OK |
| Max Tension | 1264.84 | 1264.84 | 0.00% | 1264.84 | 0.00% | 0.00% | OK |
| Max Bending | 240.71 | 240.71 | 0.00% | 240.71 | 0.00% | 0.00% | OK |
C10 Multiple statics
Static Profile
Model Info
| Property | Value |
|---|
| File | C10 Multiple statics.dat |
| Size | 450 KB |
| Objects | 26 |
| Lines | 12 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 0 |
| Statics Time | 0.631 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Line1 | 430.0 | 75 | 623.3 | 292.9 | 623.3 | 0.00 |
| Line2 | 430.0 | 75 | 660.4 | 333.2 | 660.4 | 0.00 |
| Line3 | 430.0 | 75 | 711.3 | 389.4 | 711.3 | 0.00 |
| Line4 | 430.0 | 75 | 711.3 | 389.4 | 711.3 | 0.00 |
| Line5 | 430.0 | 75 | 660.4 | 333.2 | 660.4 | 0.00 |
| Line6 | 430.0 | 75 | 623.3 | 292.9 | 623.3 | 0.00 |
| Line7 | 430.0 | 75 | 623.3 | 292.9 | 623.3 | 0.00 |
| Line8 | 430.0 | 75 | 660.4 | 333.2 | 660.4 | 0.00 |
| Line9 | 430.0 | 75 | 711.3 | 389.4 | 711.3 | 0.00 |
| Line10 | 430.0 | 75 | 711.3 | 389.4 | 711.3 | 0.00 |
| Line11 | 430.0 | 75 | 660.4 | 333.2 | 660.4 | 0.00 |
| Line12 | 430.0 | 75 | 623.3 | 292.9 | 623.3 | 0.00 |
Input Files
spec.yml (276.3 KB)
metadata:
name: c10_multiple_statics
description: Extracted from C10 Multiple statics.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 100
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Dean stream
height: 7
period: 8
direction: 180
current:
speed: 0
direction: 180
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180
WaveHeight: 7
WavePeriod: 8
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
simulation:
stages:
- 8
- 16
time_step: 0.1
generic:
line_types:
- name: Chain
category: General
outer_diameter: 0.189
inner_diameter: 0
mass_per_length: 0.21900000000000003
bending_stiffness:
- 0
- ~
axial_stiffness: 1.0100000000000002e6
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: 0.36000000000000004
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.5
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2.6
- ~
- 1.4
Cl: 0
NormalDragLiftDiameter: 0.1
AxialDragLiftDiameter: 0.03183098861837907
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
vessel_types:
- name: Vessel Type1
length: 103
properties:
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
... truncated (10678 total lines)spec.yml — 10678 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 8
- 16
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
SeabedSlope: 0.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 180.0
WaveHeight: 7.0
WavePeriod: 8.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (232.4 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMinDamping: 2
StaticsMaxDamping: 25
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: Chain
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: 0.36000000000000004
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.5
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2.6
- ~
- 1.4
Cl: 0
NormalDragLiftDiameter: 0.1
AxialDragLiftDiameter: 0.03183098861837907
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.189
ID: 0.0
MassPerUnitLength: 0.21900000000000003
EI:
- 0
- ~
EA: 1.0100000000000002e6
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
- 102.485459414
- 0
- 0
- 0.191658108974
- 17.7524728828
- 0
- 0
- 1.78684314
- -90.5857624761
- 0
- 0
- - 9
- 0.349074258662
- 100.112196896
- 0
- 0
- 0.327674426304
- 13.9897528763
- 0
- 0
- 1.84465053476
- -91.1732439979
- 0
- 0
- - 9.5
- 0.432985285958
- 98.4250410328
- 0
- 0
- 0.442677738799
- 11.6057820992
- 0
- 0
- 1.82413976128
- -91.5567818355
- 0
- 0
- - 10
- 0.505473014633
- 97.2257712184
- 0
- 0
- 0.538106553675
- 9.79445771308
- 0
- 0
- 1.76216522998
- -91.7041230218
- 0
- 0
- - 11
- 0.621151066365
- 95.6787828839
- 0
... truncated (10556 total lines)20_generic_objects.yml — 10556 lines
Semantic Validation (Pre-Statics)
5 of 7 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| General | 24 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 37 | 0 | 0 | 0 | MATCH |
| Lines | 360 | 0 | 0 | 0 | MATCH |
| VesselTypes | 23 | 0 | 0 | 0 | MATCH |
| Vessels | 23 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Line1 | End A Tension | 623.25 | 623.25 | 0.00% | 623.25 | 0.00% | 0.00% | OK |
| End B Tension | 292.93 | 292.93 | 0.00% | 292.93 | 0.00% | 0.00% | OK |
| Max Tension | 623.25 | 623.25 | 0.00% | 623.25 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line2 | End A Tension | 660.40 | 660.40 | 0.00% | 660.40 | 0.00% | 0.00% | OK |
| End B Tension | 333.17 | 333.17 | 0.00% | 333.17 | 0.00% | 0.00% | OK |
| Max Tension | 660.40 | 660.40 | 0.00% | 660.40 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line3 | End A Tension | 711.28 | 711.28 | 0.00% | 711.28 | 0.00% | 0.00% | OK |
| End B Tension | 389.36 | 389.36 | 0.00% | 389.36 | 0.00% | 0.00% | OK |
| Max Tension | 711.28 | 711.28 | 0.00% | 711.28 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line4 | End A Tension | 711.28 | 711.28 | 0.00% | 711.28 | 0.00% | 0.00% | OK |
| End B Tension | 389.36 | 389.36 | 0.00% | 389.36 | 0.00% | 0.00% | OK |
| Max Tension | 711.28 | 711.28 | 0.00% | 711.28 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line5 | End A Tension | 660.40 | 660.40 | 0.00% | 660.40 | 0.00% | 0.00% | OK |
| End B Tension | 333.17 | 333.17 | 0.00% | 333.17 | 0.00% | 0.00% | OK |
| Max Tension | 660.40 | 660.40 | 0.00% | 660.40 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line6 | End A Tension | 623.25 | 623.25 | 0.00% | 623.25 | 0.00% | 0.00% | OK |
| End B Tension | 292.93 | 292.93 | 0.00% | 292.93 | 0.00% | 0.00% | OK |
| Max Tension | 623.25 | 623.25 | 0.00% | 623.25 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line7 | End A Tension | 623.25 | 623.25 | 0.00% | 623.25 | 0.00% | 0.00% | OK |
| End B Tension | 292.93 | 292.93 | 0.00% | 292.93 | 0.00% | 0.00% | OK |
| Max Tension | 623.25 | 623.25 | 0.00% | 623.25 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line8 | End A Tension | 660.40 | 660.40 | 0.00% | 660.40 | 0.00% | 0.00% | OK |
| End B Tension | 333.17 | 333.17 | 0.00% | 333.17 | 0.00% | 0.00% | OK |
| Max Tension | 660.40 | 660.40 | 0.00% | 660.40 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line9 | End A Tension | 711.28 | 711.28 | 0.00% | 711.28 | 0.00% | 0.00% | OK |
| End B Tension | 389.36 | 389.36 | 0.00% | 389.36 | 0.00% | 0.00% | OK |
| Max Tension | 711.28 | 711.28 | 0.00% | 711.28 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line10 | End A Tension | 711.28 | 711.28 | 0.00% | 711.28 | 0.00% | 0.00% | OK |
| End B Tension | 389.36 | 389.36 | 0.00% | 389.36 | 0.00% | 0.00% | OK |
| Max Tension | 711.28 | 711.28 | 0.00% | 711.28 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line11 | End A Tension | 660.40 | 660.40 | 0.00% | 660.40 | 0.00% | 0.00% | OK |
| End B Tension | 333.17 | 333.17 | 0.00% | 333.17 | 0.00% | 0.00% | OK |
| Max Tension | 660.40 | 660.40 | 0.00% | 660.40 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line12 | End A Tension | 623.25 | 623.25 | 0.00% | 623.25 | 0.00% | 0.00% | OK |
| End B Tension | 292.93 | 292.93 | 0.00% | 292.93 | 0.00% | 0.00% | OK |
| Max Tension | 623.25 | 623.25 | 0.00% | 623.25 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
A02 Lazy S detailed
Static Profile
Model Info
| Property | Value |
|---|
| File | A02 Lazy S detailed.dat |
| Size | 510 KB |
| Objects | 82 |
| Lines | 24 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 9 |
| Statics Time | 2.770 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| 10" up N | 135.0 | 55 | 96.6 | 55.5 | 96.6 | 35.25 |
| Umb up | 135.0 | 55 | 59.5 | 34.2 | 59.5 | 13.94 |
| 8" up | 135.0 | 55 | 88.2 | 49.7 | 88.2 | 15.17 |
| 10" up S | 135.0 | 55 | 96.4 | 55.5 | 96.4 | 35.29 |
| 10" down N | 125.0 | 100 | 84.5 | 29.9 | 85.0 | 35.32 |
| Umb down | 125.0 | 100 | 52.3 | 18.3 | 52.6 | 13.86 |
| 8" down | 125.0 | 100 | 76.5 | 27.6 | 78.8 | 14.95 |
| 10" down S | 125.0 | 100 | 84.5 | 29.8 | 84.9 | 35.32 |
| Bridle_NE | 8.0 | 2 | 144.8 | 141.3 | 144.8 | 0.00 |
| Bridle_NW | 8.0 | 2 | 91.3 | 88.1 | 91.3 | 0.00 |
| Bridle_SE | 8.0 | 2 | 115.4 | 111.9 | 115.4 | 0.00 |
| Bridle_SW | 8.0 | 2 | 73.2 | 70.0 | 73.2 | 0.00 |
| ArchTie_S | 34.0 | 7 | 163.9 | 148.1 | 163.9 | 0.00 |
| ArchTie_N | 34.0 | 7 | 206.9 | 191.1 | 206.9 | 0.00 |
| Buoyancy tank E 1 | 2.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Buoyancy tank W 1 | 2.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Buoyancy tank W 2 | 2.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Buoyancy tank W 3 | 2.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Buoyancy tank W 4 | 2.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Buoyancy tank W 5 | 2.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Buoyancy tank E 2 | 2.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Buoyancy tank E 3 | 2.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Buoyancy tank E 4 | 2.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Buoyancy tank E 5 | 2.0 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
Input Files
spec.yml (346.3 KB)
metadata:
name: a02_lazy_s_detailed
description: Extracted from A02 Lazy S detailed.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 100
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Dean stream
height: 7
period: 12
direction: 225
current:
speed: 1
direction: 270
profile:
- - 0.0
- 1.0
- - 100.0
- 0.2
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: null
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: null
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave 1
WaveType: Dean stream
WaveDirection: 225
WaveHeight: 7
WavePeriod: 12
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: null
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: null
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 1
RefCurrentDirection: 270
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 0.2
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: null
simulation:
stages:
- 12
- 60
time_step: 0.1
generic:
line_types:
- name: 10"
category: General
outer_diameter: 0.3556
inner_diameter: 0.254
mass_per_length: 0.1842262
bending_stiffness:
- 124.86942768
- null
axial_stiffness: 711.2e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: null
MinRadius:
- null
- null
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: null
InnerContactDiameter: null
ClashStiffness: 10e3
Ca:
- 1
- null
- 0
Cm:
- null
- null
- null
Cs: 0
Ce: 0
Cd:
- Generic drag
- null
- 0.008
Cl: 0
NormalDragLiftDiameter: null
AxialDragLiftDiameter: null
StressOD: null
StressID: null
AllowableStress: null
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Red
- name: 8"
category: General
outer_diameter: 0.28448
inner_diameter: 0.2032
mass_per_length: 0.14738096
bending_stiffness:
- 51.146517577728
- null
axial_stiffness: 568.96e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: null
MinRadius:
- null
- null
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: null
InnerContactDiameter: null
ClashStiffness: 10e3
Ca:
- 1
- null
- 0
Cm:
- null
- null
- null
Cs: 0
Ce: 0
Cd:
- Generic drag
- null
- 0.008
Cl: 0
NormalDragLiftDiameter: null
AxialDragLiftDiameter: null
StressOD: null
... truncated (13682 total lines)spec.yml — 13682 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 12
- 60
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
SeabedSlope: 0.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave 1
WaveType: Dean stream
WaveDirection: 225.0
WaveHeight: 7.0
WavePeriod: 12.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 1.0
RefCurrentDirection: 270.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 0.2
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (289.0 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
NorthDirection: 90
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Generic drag
LineTypes:
- Name: 10"
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Red
OD: 0.3556
ID: 0.254
MassPerUnitLength: 0.1842262
EI:
- 124.86942768
- ~
EA: 711.2e3
- Name: 8"
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Lime
OD: 0.28448
ID: 0.2032
MassPerUnitLength: 0.14738096
EI:
- 51.146517577728
- ~
EA: 568.96e3
- Name: Umb
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Aqua
OD: 0.254
ID: 0.0
MassPerUnitLength: 0.1161288
EI:
- 49.161192
- ~
EA: 365.76e3
- Name: 2" chain
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: 0.18
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0.07
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1
- ~
- 0.4
Cl: 0
NormalDragLiftDiameter: 0.113
AxialDragLiftDiameter: 0.00954929658551372
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.0945
ID: 0.0
MassPerUnitLength: 0.05475
EI:
- 0
- ~
EA: 252.5e3
- Name: Buoyancy tank
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0.7
- ~
... truncated (13505 total lines)20_generic_objects.yml — 13505 lines
Semantic Validation (Pre-Statics)
9 of 12 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 378 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| FrictionCoefficients | 1 | 0 | 0 | 0 | MATCH |
| General | 23 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 188 | 0 | 0 | 0 | MATCH |
| Lines | 764 | 0 | 10 | 0 | COSMETIC |
| Shapes | 108 | 0 | 0 | 0 | MATCH |
| SupportTypes | 56 | 0 | 0 | 0 | MATCH |
| VariableData | 2 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| 10" up N | End A Tension | 96.58 | 96.58 | 0.00% | 96.58 | 0.00% | 0.00% | OK |
| End B Tension | 55.49 | 55.49 | 0.00% | 55.49 | 0.00% | 0.00% | OK |
| Max Tension | 96.58 | 96.58 | 0.00% | 96.58 | 0.00% | 0.00% | OK |
| Max Bending | 35.25 | 35.25 | 0.00% | 35.25 | 0.00% | 0.00% | OK |
| Umb up | End A Tension | 59.54 | 59.54 | 0.00% | 59.54 | 0.00% | 0.00% | OK |
| End B Tension | 34.24 | 34.24 | 0.00% | 34.24 | 0.00% | 0.00% | OK |
| Max Tension | 59.54 | 59.54 | 0.00% | 59.54 | 0.00% | 0.00% | OK |
| Max Bending | 13.94 | 13.94 | 0.00% | 13.94 | 0.00% | 0.00% | OK |
| 8" up | End A Tension | 88.23 | 88.23 | 0.00% | 88.23 | 0.00% | 0.00% | OK |
| End B Tension | 49.70 | 49.70 | 0.00% | 49.70 | 0.00% | 0.00% | OK |
| Max Tension | 88.23 | 88.23 | 0.00% | 88.23 | 0.00% | 0.00% | OK |
| Max Bending | 15.17 | 15.17 | 0.00% | 15.17 | 0.00% | 0.00% | OK |
| 10" up S | End A Tension | 96.42 | 96.42 | 0.00% | 96.42 | 0.00% | 0.00% | OK |
| End B Tension | 55.52 | 55.52 | 0.00% | 55.52 | 0.00% | 0.00% | OK |
| Max Tension | 96.42 | 96.42 | 0.00% | 96.42 | 0.00% | 0.00% | OK |
| Max Bending | 35.29 | 35.29 | 0.00% | 35.29 | 0.00% | 0.00% | OK |
| 10" down N | End A Tension | 84.55 | 84.55 | 0.00% | 84.55 | 0.00% | 0.00% | OK |
| End B Tension | 29.87 | 29.87 | 0.00% | 29.87 | 0.00% | 0.00% | OK |
| Max Tension | 84.98 | 84.98 | 0.00% | 84.98 | 0.00% | 0.00% | OK |
| Max Bending | 35.32 | 35.32 | 0.00% | 35.32 | 0.00% | 0.00% | OK |
| Umb down | End A Tension | 52.34 | 52.34 | 0.00% | 52.34 | 0.00% | 0.00% | OK |
| End B Tension | 18.26 | 18.26 | 0.00% | 18.26 | 0.00% | 0.00% | OK |
| Max Tension | 52.63 | 52.63 | 0.00% | 52.63 | 0.00% | 0.00% | OK |
| Max Bending | 13.86 | 13.86 | 0.00% | 13.86 | 0.00% | 0.00% | OK |
| 8" down | End A Tension | 76.54 | 76.54 | 0.00% | 76.54 | 0.00% | 0.00% | OK |
| End B Tension | 27.60 | 27.60 | 0.00% | 27.60 | 0.00% | 0.00% | OK |
| Max Tension | 78.81 | 78.81 | 0.00% | 78.81 | 0.00% | 0.00% | OK |
| Max Bending | 14.95 | 14.95 | 0.00% | 14.95 | 0.00% | 0.00% | OK |
| 10" down S | End A Tension | 84.48 | 84.48 | 0.00% | 84.48 | 0.00% | 0.00% | OK |
| End B Tension | 29.80 | 29.80 | 0.00% | 29.80 | 0.00% | 0.00% | OK |
| Max Tension | 84.91 | 84.91 | 0.00% | 84.91 | 0.00% | 0.00% | OK |
| Max Bending | 35.32 | 35.32 | 0.00% | 35.32 | 0.00% | 0.00% | OK |
| Bridle_NE | End A Tension | 144.82 | 144.82 | 0.00% | 144.82 | 0.00% | 0.00% | OK |
| End B Tension | 141.34 | 141.34 | 0.00% | 141.34 | 0.00% | 0.00% | OK |
| Max Tension | 144.82 | 144.82 | 0.00% | 144.82 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle_NW | End A Tension | 91.30 | 91.30 | 0.00% | 91.30 | 0.00% | 0.00% | OK |
| End B Tension | 88.11 | 88.11 | 0.00% | 88.11 | 0.00% | 0.00% | OK |
| Max Tension | 91.30 | 91.30 | 0.00% | 91.30 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle_SE | End A Tension | 115.43 | 115.43 | 0.00% | 115.43 | 0.00% | 0.00% | OK |
| End B Tension | 111.95 | 111.95 | 0.00% | 111.95 | 0.00% | 0.00% | OK |
| Max Tension | 115.43 | 115.43 | 0.00% | 115.43 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle_SW | End A Tension | 73.20 | 73.20 | 0.00% | 73.20 | 0.00% | 0.00% | OK |
| End B Tension | 70.01 | 70.01 | 0.00% | 70.01 | 0.00% | 0.00% | OK |
| Max Tension | 73.20 | 73.20 | 0.00% | 73.20 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| ArchTie_S | End A Tension | 163.92 | 163.92 | 0.00% | 163.92 | 0.00% | 0.00% | OK |
| End B Tension | 148.11 | 148.11 | 0.00% | 148.11 | 0.00% | 0.00% | OK |
| Max Tension | 163.92 | 163.92 | 0.00% | 163.92 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| ArchTie_N | End A Tension | 206.92 | 206.92 | 0.00% | 206.92 | 0.00% | 0.00% | OK |
| End B Tension | 191.10 | 191.10 | 0.00% | 191.10 | 0.00% | 0.00% | OK |
| Max Tension | 206.92 | 206.92 | 0.00% | 206.92 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Buoyancy tank E 1 | End A Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Buoyancy tank W 1 | End A Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Buoyancy tank W 2 | End A Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Buoyancy tank W 3 | End A Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Buoyancy tank W 4 | End A Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Buoyancy tank W 5 | End A Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Buoyancy tank E 2 | End A Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Buoyancy tank E 3 | End A Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Buoyancy tank E 4 | End A Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Buoyancy tank E 5 | End A Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
B06 Running BOP
Static Profile
Model Info
| Property | Value |
|---|
| File | B06 Running BOP.dat |
| Size | 517 KB |
| Objects | 50 |
| Lines | 17 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 1 |
| Statics Time | 1.394 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Guide wire 1 | 250.0 | 268 | 2465.9 | 2321.4 | 2465.9 | 0.00 |
| Guide wire 2 | 250.0 | 268 | 2465.9 | 2321.4 | 2465.9 | 0.00 |
| Guide wire 3 | 250.0 | 268 | 2465.9 | 2321.4 | 2465.9 | 0.00 |
| Guide wire 4 | 250.0 | 268 | 2467.1 | 2322.6 | 2467.1 | 0.00 |
| Marine riser | 12.0 | 6 | 1809.6 | 1789.0 | 1809.6 | 0.00 |
| Mooring 8 | 1700.0 | 120 | 1080.2 | 88.4 | 1080.2 | 0.00 |
| Mooring 6 | 1700.0 | 120 | 1080.2 | 88.4 | 1080.2 | 0.00 |
| Mooring 4 | 1700.0 | 120 | 1080.2 | 88.4 | 1080.2 | 0.00 |
| Mooring 7 | 1700.0 | 120 | 1080.2 | 88.4 | 1080.2 | 0.00 |
| Mooring 5 | 1700.0 | 120 | 1080.2 | 88.4 | 1080.2 | 0.00 |
| Mooring 3 | 1700.0 | 120 | 1080.2 | 88.4 | 1080.2 | 0.00 |
| Mooring 2 | 1700.0 | 120 | 1080.2 | 88.4 | 1080.2 | 0.00 |
| Mooring 1 | 1700.0 | 120 | 1080.2 | 88.4 | 1080.2 | 0.00 |
| Guide 1 | 1.2 | 1 | 3.0 | -3.0 | 3.0 | 0.00 |
| Guide 2 | 1.2 | 1 | 3.0 | -3.0 | 3.0 | 0.00 |
| Guide 3 | 1.2 | 1 | 3.0 | -3.0 | 3.0 | 0.00 |
| Guide 4 | 1.2 | 1 | 3.0 | -3.0 | 3.0 | 0.00 |
Input Files
spec.yml (219.0 KB)
metadata:
name: b06_running_bop
description: Extracted from B06 Running BOP.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 234
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: JONSWAP
height: 3
period: 5
direction: 180
current:
speed: 0
direction: 180
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 234
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180
WaveOrigin:
- 0
- 0
WaveTimeOrigin: -1935
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 3
WaveTz: 5
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
simulation:
stages:
- 25
- 150
time_step: 0.05
generic:
line_types:
- name: Guide wire
category: General
outer_diameter: 0.1
inner_diameter: 0
mass_per_length: 0.0623390625
bending_stiffness:
- 1
- ~
axial_stiffness: 631.25e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 1000
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Silver
- name: 12" Marine Riser
category: General
outer_diameter: 0.3048
inner_diameter: 0.254
mass_per_length: 0.175016763280276
bending_stiffness:
- 46.503231068563e3
- ~
axial_stiffness: 47.2656736502146e3
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.293
ExpansionTable: None
GJ: 35.9653759230959e3
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
... truncated (9689 total lines)spec.yml — 9689 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.05
LogPrecision: Single
TargetLogSampleInterval: 0.05
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 25
- 150
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.8 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedNormalStiffness: 100.0
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
SeabedShearStiffness: 100.0
KinematicStretchingMethod: Vertical stretching
SeabedSlope: 0.0
Density: 1.025
SeabedOriginDepth: 234.0
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: -1935
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 3.0
WaveTz: 5.0
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: ~
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 68 lines
includes/20_generic_objects.yml (179.2 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.2
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Payoutrate:
- DataSource: Internal
IndependentValue, DependentValue:
- - -25
- 0
- - -24.2
- 0.000853675
- - -23.4
- 0.003413533
- - -22.6
- 0.007676079
- - -21.8
- 0.01363549
- - -21
- 0.021283625
- - -20.2
- 0.03061004
- - -19.4
- 0.041601995
- - -18.6
- 0.054244476
- - -17.8
- 0.068520215
- - -17
- 0.084409713
- - -16.2
- 0.101891268
- - -15.4
- 0.120941001
- - -14.6
- 0.141532893
- - -13.8
- 0.163638817
- - -13
- 0.18722858
- - -12.2
- 0.212269961
- - -11.4
- 0.238728757
- - -10.6
- 0.266568827
- - -9.8
- 0.295752147
- - -9
- 0.326238853
- - -8.2
- 0.357987307
- - -7.4
- 0.390954143
- - -6.6
- 0.425094331
- - -5.8
- 0.460361242
- - -5
- 0.496706705
- - -4.2
- 0.534081075
- - -3.4
- 0.572433304
- - -2.6
- 0.611711009
- - -1.8
- 0.651860539
- - -1
- 0.692827055
- - -0.2
- 0.734554603
- - 0.6
- 0.776986187
- - 1.4
- 0.820063852
- - 2.2
- 0.863728757
- - 3
- 0.907921262
- - 3.8
- 0.952581006
- - 4.6
- 0.997646989
- - 5.4
- 1.043057655
- - 6.2
- 1.088750979
- - 7
- 1.134664551
- - 7.8
- 1.180735656
- - 8.6
- 1.226901369
- - 9.4
- 1.273098631
- - 10.2
- 1.319264344
- - 11
- 1.365335449
- - 11.8
- 1.411249021
- - 12.6
- 1.456942345
- - 13.4
- 1.502353011
- - 14.2
- 1.547418994
- - 15
- 1.592078738
- - 15.8
- 1.636271243
- - 16.6
- 1.679936148
- - 17.4
- 1.723013813
- - 18.2
- 1.765445397
- - 19
- 1.807172945
- - 19.8
- 1.848139461
- - 20.6
- 1.888288991
- - 21.4
- 1.927566696
- - 22.2
- 1.965918925
- - 23
- 2.003293295
- - 23.8
- 2.039638758
- - 24.6
- 2.074905669
- - 25.4
- 2.109045857
- - 26.2
- 2.142012693
- - 27
- 2.173761147
- - 27.8
- 2.204247853
- - 28.6
- 2.233431173
- - 29.4
- 2.261271243
- - 30.2
- 2.287730039
- - 31
- 2.31277142
- - 31.8
- 2.336361183
- - 32.6
- 2.358467107
- - 33.4
- 2.379058999
- - 34.2
- 2.398108732
- - 35
- 2.415590287
- - 35.8
- 2.431479785
- - 36.6
- 2.445755524
- - 37.4
- 2.458398005
- - 38.2
- 2.46938996
- - 39
- 2.478716375
- - 39.8
- 2.48636451
- - 40.6
- 2.492323921
- - 41.4
- 2.496586467
- - 42.2
- 2.499146325
- - 43
- 2.5
- - 43.8
- 2.5
- - 44.6
- 2.5
- - 45.4
- 2.5
- - 46.2
- 2.5
- - 47
- 2.5
- - 47.8
- 2.5
- - 48.6
- 2.5
- - 49.4
- 2.5
- - 50.2
- 2.5
- - 51
- 2.5
- - 51.8
- 2.5
- - 52.6
- 2.5
- - 53.4
- 2.5
- - 54.2
- 2.5
- - 55
- 2.5
- - 55.8
- 2.5
- - 56.6
- 2.5
- - 57.4
- 2.5
- - 58.2
- 2.5
- - 59
- 2.499146325
- - 59.8
- 2.496586467
- - 60.6
- 2.492323921
- - 61.4
- 2.48636451
- - 62.2
- 2.478716375
- - 63
- 2.46938996
- - 63.8
- 2.458398005
- - 64.6
- 2.445755524
- - 65.4
- 2.431479785
- - 66.2
- 2.415590287
- - 67
- 2.398108732
- - 67.8
- 2.379058999
- - 68.6
- 2.358467107
- - 69.4
- 2.336361183
- - 70.2
- 2.31277142
- - 71
- 2.287730039
- - 71.8
- 2.261271243
- - 72.6
- 2.233431173
- - 73.4
- 2.204247853
- - 74.2
- 2.173761147
- - 75
- 2.142012693
- - 75.8
- 2.109045857
- - 76.6
- 2.074905669
- - 77.4
- 2.039638758
- - 78.2
- 2.003293295
- - 79
- 1.965918925
- - 79.8
- 1.927566696
- - 80.6
- 1.888288991
- - 81.4
- 1.848139461
- - 82.2
- 1.807172945
- - 83
- 1.765445397
- - 83.8
- 1.723013813
- - 84.6
... truncated (9532 total lines)20_generic_objects.yml — 9532 lines
Semantic Validation (Pre-Statics)
9 of 12 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 21 | 0 | 0 | 0 | MATCH |
| Environment | 43 | 0 | 1 | 0 | MISSING |
| General | 22 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineContactData | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 160 | 0 | 0 | 0 | MATCH |
| Lines | 498 | 0 | 4 | 0 | COSMETIC |
| Shapes | 115 | 0 | 0 | 0 | MATCH |
| VariableData | 5 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 25 | 0 | 0 | 0 | MATCH |
| Winches | 11 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Guide wire 1 | End A Tension | 2465.93 | 2465.93 | 0.00% | 2465.93 | 0.00% | 0.00% | OK |
| End B Tension | 2321.42 | 2321.42 | 0.00% | 2321.42 | 0.00% | 0.00% | OK |
| Max Tension | 2465.93 | 2465.93 | 0.00% | 2465.93 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Guide wire 2 | End A Tension | 2465.93 | 2465.93 | 0.00% | 2465.93 | 0.00% | 0.00% | OK |
| End B Tension | 2321.42 | 2321.42 | 0.00% | 2321.42 | 0.00% | 0.00% | OK |
| Max Tension | 2465.93 | 2465.93 | 0.00% | 2465.93 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Guide wire 3 | End A Tension | 2465.93 | 2465.93 | 0.00% | 2465.93 | 0.00% | 0.00% | OK |
| End B Tension | 2321.42 | 2321.42 | 0.00% | 2321.42 | 0.00% | 0.00% | OK |
| Max Tension | 2465.93 | 2465.93 | 0.00% | 2465.93 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Guide wire 4 | End A Tension | 2467.12 | 2467.12 | 0.00% | 2467.12 | 0.00% | 0.00% | OK |
| End B Tension | 2322.61 | 2322.61 | 0.00% | 2322.61 | 0.00% | 0.00% | OK |
| Max Tension | 2467.12 | 2467.12 | 0.00% | 2467.12 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Marine riser | End A Tension | 1809.59 | 1809.59 | 0.00% | 1809.59 | 0.00% | 0.00% | OK |
| End B Tension | 1788.99 | 1788.99 | 0.00% | 1788.99 | 0.00% | 0.00% | OK |
| Max Tension | 1809.59 | 1809.59 | 0.00% | 1809.59 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring 8 | End A Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| End B Tension | 88.45 | 88.45 | 0.00% | 88.45 | 0.00% | 0.00% | OK |
| Max Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring 6 | End A Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| End B Tension | 88.44 | 88.44 | 0.00% | 88.44 | 0.00% | 0.00% | OK |
| Max Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring 4 | End A Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| End B Tension | 88.45 | 88.45 | 0.00% | 88.45 | 0.00% | 0.00% | OK |
| Max Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring 7 | End A Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| End B Tension | 88.44 | 88.44 | 0.00% | 88.44 | 0.00% | 0.00% | OK |
| Max Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring 5 | End A Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| End B Tension | 88.45 | 88.45 | 0.00% | 88.45 | 0.00% | 0.00% | OK |
| Max Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring 3 | End A Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| End B Tension | 88.44 | 88.44 | 0.00% | 88.44 | 0.00% | 0.00% | OK |
| Max Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring 2 | End A Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| End B Tension | 88.44 | 88.44 | 0.00% | 88.44 | 0.00% | 0.00% | OK |
| Max Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring 1 | End A Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| End B Tension | 88.45 | 88.45 | 0.00% | 88.45 | 0.00% | 0.00% | OK |
| Max Tension | 1080.20 | 1080.20 | 0.00% | 1080.20 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Guide 1 | End A Tension | 2.98 | 2.98 | 0.00% | 2.98 | 0.00% | 0.00% | OK |
| End B Tension | -2.98 | -2.98 | 0.00% | -2.98 | 0.00% | 0.00% | OK |
| Max Tension | 2.98 | 2.98 | 0.00% | 2.98 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Guide 2 | End A Tension | 2.98 | 2.98 | 0.00% | 2.98 | 0.00% | 0.00% | OK |
| End B Tension | -2.98 | -2.98 | 0.00% | -2.98 | 0.00% | 0.00% | OK |
| Max Tension | 2.98 | 2.98 | 0.00% | 2.98 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Guide 3 | End A Tension | 2.98 | 2.98 | 0.00% | 2.98 | 0.00% | 0.00% | OK |
| End B Tension | -2.98 | -2.98 | 0.00% | -2.98 | 0.00% | 0.00% | OK |
| Max Tension | 2.98 | 2.98 | 0.00% | 2.98 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Guide 4 | End A Tension | 2.98 | 2.98 | 0.00% | 2.98 | 0.00% | 0.00% | OK |
| End B Tension | -2.98 | -2.98 | 0.00% | -2.98 | 0.00% | 0.00% | OK |
| Max Tension | 2.98 | 2.98 | 0.00% | 2.98 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
H01 Chinese lantern
Static Profile
Model Info
| Property | Value |
|---|
| File | H01 Chinese lantern.dat |
| Size | 522 KB |
| Objects | 68 |
| Lines | 40 |
| Links | 0 |
| Vessels | 0 |
| 6D Buoys | 2 |
| Statics Time | 11.210 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Chain7 | 271.0 | 39 | 47.1 | 12.3 | 47.1 | 0.00 |
| Chain8 | 271.0 | 39 | 47.1 | 12.3 | 47.1 | 0.00 |
| Chain9 | 271.0 | 39 | 48.7 | 13.1 | 48.7 | 0.00 |
| Chain10 | 271.0 | 39 | 48.7 | 13.1 | 48.7 | 0.00 |
| Chain11 | 271.0 | 39 | 48.7 | 13.1 | 48.7 | 0.00 |
| Chain12 | 271.0 | 39 | 48.7 | 13.1 | 48.7 | 0.00 |
| Riser 1 without torsion | 27.4 | 138 | 15.1 | -24.3 | 15.1 | 32.53 |
| Riser 2 without torsion | 27.4 | 138 | 15.1 | -24.3 | 15.1 | 32.53 |
| Chain1 | 271.0 | 39 | 47.1 | 12.3 | 47.1 | 0.00 |
| Chain2 | 271.0 | 39 | 47.1 | 12.3 | 47.1 | 0.00 |
| Chain3 | 271.0 | 39 | 48.7 | 13.1 | 48.7 | 0.00 |
| Chain4 | 271.0 | 39 | 48.7 | 13.1 | 48.7 | 0.00 |
| Chain5 | 271.0 | 39 | 48.7 | 13.1 | 48.7 | 0.00 |
| Chain6 | 271.0 | 39 | 48.7 | 13.1 | 48.7 | 0.00 |
| Riser 1 with torsion | 27.4 | 138 | 15.1 | -24.3 | 15.1 | 32.53 |
| Riser 2 with torsion | 27.4 | 138 | 15.1 | -24.3 | 15.1 | 32.53 |
| Stiffener1 | 1.6 | 8 | 0.0 | -0.1 | 0.6 | 2.14 |
| Stiffener2 | 1.6 | 8 | -0.6 | -0.0 | 0.0 | 1.11 |
| Stiffener3 | 1.6 | 8 | 0.0 | -1.2 | 0.0 | 5.77 |
| Stiffener4 | 1.6 | 8 | -2.1 | -0.0 | -0.0 | 26.63 |
| Stiffener5 | 1.6 | 8 | -0.0 | -2.5 | -0.0 | 20.78 |
| Stiffener6 | 1.6 | 8 | -3.3 | -0.0 | -0.0 | 27.72 |
| Stiffener7 | 1.6 | 8 | 0.0 | -0.1 | 0.6 | 2.14 |
| Stiffener8 | 1.6 | 8 | -0.6 | -0.0 | 0.0 | 1.11 |
| Stiffener9 | 1.6 | 8 | 0.0 | -1.2 | 0.0 | 5.77 |
| Stiffener10 | 1.6 | 8 | -2.1 | -0.0 | -0.0 | 26.63 |
| Stiffener11 | 1.6 | 8 | -0.0 | -2.5 | -0.0 | 20.78 |
| Stiffener12 | 1.6 | 8 | -3.3 | -0.0 | -0.0 | 27.72 |
| Stiffener13 | 1.6 | 8 | 0.0 | -0.1 | 0.6 | 2.14 |
| Stiffener14 | 1.6 | 8 | -0.6 | -0.0 | 0.0 | 1.11 |
| Stiffener15 | 1.6 | 8 | 0.0 | -1.2 | 0.0 | 5.77 |
| Stiffener16 | 1.6 | 8 | -2.1 | -0.0 | -0.0 | 26.63 |
| Stiffener17 | 1.6 | 8 | -0.0 | -2.5 | -0.0 | 20.78 |
| Stiffener18 | 1.6 | 8 | -3.3 | -0.0 | -0.0 | 27.72 |
| Stiffener19 | 1.6 | 8 | 0.0 | -0.1 | 0.6 | 2.14 |
| Stiffener20 | 1.6 | 8 | -0.6 | -0.0 | 0.0 | 1.11 |
| Stiffener21 | 1.6 | 8 | 0.0 | -1.2 | 0.0 | 5.77 |
| Stiffener22 | 1.6 | 8 | -2.1 | -0.0 | -0.0 | 26.63 |
| Stiffener23 | 1.6 | 8 | -0.0 | -2.5 | -0.0 | 20.78 |
| Stiffener24 | 1.6 | 8 | -3.3 | -0.0 | -0.0 | 27.72 |
Input Files
spec.yml (64.8 KB)
metadata:
name: h01_chinese_lantern
description: Extracted from H01 Chinese lantern.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 28.0
density: 1.024
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Dean stream
height: 8.0
period: 10.0
direction: 350.0
phase: 0
gamma: 3.3
current:
speed: 0.75
direction: 350.0
profile:
- - 0.0
- 1.0
- - 21.5
- 0.2
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.024
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 28
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 350
WaveHeight: 8
WavePeriod: 10
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: true
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0.75
RefCurrentDirection: 350
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 21.5
- 0.2
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMaxIterations: 800
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Shaded
DefaultShadedFillMode: Solid
DefaultShadedProjectionMode: Perspective
DefaultViewSize: 50
DefaultViewCentre:
- -0.4901810823880154
- -25.2402429964025
- -10.13813914296449
DefaultViewAzimuth: 257.1
DefaultViewElevation: -3.6
line_types:
- name: Chain
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: 0.18000000000000002
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.5
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2.6
- ~
- 1.4
Cl: 0
NormalDragLiftDiameter: 0.05
AxialDragLiftDiameter: 0.015915494309189534
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Lime
category: General
outer_diameter: 0.0945
inner_diameter: 0.0
mass_per_length: 0.05475000000000001
bending_stiffness:
- 0
- ~
axial_stiffness: 252.50000000000006e3
- name: Body
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0
... truncated (2796 total lines)spec.yml — 2796 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.005
LogPrecision: Single
TargetLogSampleInterval: 0.005
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 30
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: true
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
SeabedSlope: 0.0
Density: 1.024
SeabedOriginDepth: 28.0
WaveTrains:
- Name: Wave1
WaveType: Dean stream
WaveDirection: 350.0
WaveHeight: 8.0
WavePeriod: 10.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 0.75
RefCurrentDirection: 350.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 21.5
- 0.2
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (50.6 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMaxIterations: 800
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Re vs Cd
Linetypediameter:
- IndependentValue, DependentValue:
- - 0
- 0.69
- - 0.1
- 0.69
- - 0.101
- 0.6
- - 0.25
- 0.56
- - 0.6
- 0.56
Name: Flange Profile End A
- IndependentValue, DependentValue:
- - 0
- 0.56
- - 0.35
- 0.56
- - 0.499
- 0.6
- - 0.5
- 0.69
- - 0.6
- 0.69
Name: Flange Profile End B
- IndependentValue, DependentValue:
- - 0
- 0.59
- - 0.1
- 0.64
- - 0.2
- 0.69
- - 0.5
- 0.69
- - 1.1
- 0.62
- - 1.6
- 0.57
Name: Sheath Profile End A
- IndependentValue, DependentValue:
- - 0
- 0.57
- - 0.5
- 0.62
- - 1.1
- 0.69
- - 1.4000000000000001
- 0.69
- - 1.5
- 0.64
- - 1.6
- 0.59
Name: Sheath Profile End B
LineTypes:
- Name: Chain
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: 0.18000000000000002
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0.5
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2.6
- ~
- 1.4
Cl: 0
NormalDragLiftDiameter: 0.05
AxialDragLiftDiameter: 0.015915494309189534
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Lime
OD: 0.0945
ID: 0.0
MassPerUnitLength: 0.05475000000000001
EI:
- 0
- ~
EA: 252.50000000000006e3
- Name: Body
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0
ExpansionTable: None
GJ: 160
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Re vs Cd
- ~
- 0.04
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.56
ID: 0.49
MassPerUnitLength: 0.203
EI:
- 85
- ~
EA: 20e3
- Name: Flange End A
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Gray
OD: Flange Profile End A
ID: 0.49
- Name: Flange End B
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Gray
OD: Flange Profile End B
ID: 0.49
- Name: Sheath Type End A
Category: Homogeneous pipe
MaterialDensity: 1.1
E: 100e3
PoissonRatio: 0.5
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Red
OD: Sheath Profile End A
... truncated (2603 total lines)20_generic_objects.yml — 2603 lines
Semantic Validation (Pre-Statics)
7 of 10 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 48 | 0 | 0 | 0 | MATCH |
| ClumpTypes | 16 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| General | 23 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 171 | 0 | 0 | 0 | MATCH |
| Lines | 561 | 0 | 2 | 0 | COSMETIC |
| Shapes | 26 | 0 | 0 | 0 | MATCH |
| StiffenerTypes | 10 | 0 | 0 | 0 | MATCH |
| VariableData | 10 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Chain7 | End A Tension | 47.07 | 47.07 | 0.00% | 47.07 | 0.00% | 0.00% | OK |
| End B Tension | 12.32 | 12.32 | 0.00% | 12.32 | 0.00% | 0.00% | OK |
| Max Tension | 47.07 | 47.07 | 0.00% | 47.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Chain8 | End A Tension | 47.07 | 47.07 | 0.00% | 47.07 | 0.00% | 0.00% | OK |
| End B Tension | 12.32 | 12.32 | 0.00% | 12.32 | 0.00% | 0.00% | OK |
| Max Tension | 47.07 | 47.07 | 0.00% | 47.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Chain9 | End A Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| End B Tension | 13.14 | 13.14 | 0.00% | 13.14 | 0.00% | 0.00% | OK |
| Max Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Chain10 | End A Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| End B Tension | 13.14 | 13.14 | 0.00% | 13.14 | 0.00% | 0.00% | OK |
| Max Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Chain11 | End A Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| End B Tension | 13.14 | 13.14 | 0.00% | 13.14 | 0.00% | 0.00% | OK |
| Max Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Chain12 | End A Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| End B Tension | 13.14 | 13.14 | 0.00% | 13.14 | 0.00% | 0.00% | OK |
| Max Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Riser 1 without torsion | End A Tension | 15.10 | 15.10 | 0.00% | 15.10 | 0.00% | 0.00% | OK |
| End B Tension | -24.35 | -24.35 | 0.00% | -24.35 | 0.00% | 0.00% | OK |
| Max Tension | 15.10 | 15.10 | 0.00% | 15.10 | 0.00% | 0.00% | OK |
| Max Bending | 32.53 | 32.53 | 0.00% | 32.53 | 0.00% | 0.00% | OK |
| Riser 2 without torsion | End A Tension | 15.10 | 15.10 | 0.00% | 15.10 | 0.00% | 0.00% | OK |
| End B Tension | -24.35 | -24.35 | 0.00% | -24.35 | 0.00% | 0.00% | OK |
| Max Tension | 15.10 | 15.10 | 0.00% | 15.10 | 0.00% | 0.00% | OK |
| Max Bending | 32.53 | 32.53 | 0.00% | 32.53 | 0.00% | 0.00% | OK |
| Chain1 | End A Tension | 47.07 | 47.07 | 0.00% | 47.07 | 0.00% | 0.00% | OK |
| End B Tension | 12.32 | 12.32 | 0.00% | 12.32 | 0.00% | 0.00% | OK |
| Max Tension | 47.07 | 47.07 | 0.00% | 47.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Chain2 | End A Tension | 47.07 | 47.07 | 0.00% | 47.07 | 0.00% | 0.00% | OK |
| End B Tension | 12.32 | 12.32 | 0.00% | 12.32 | 0.00% | 0.00% | OK |
| Max Tension | 47.07 | 47.07 | 0.00% | 47.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Chain3 | End A Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| End B Tension | 13.14 | 13.14 | 0.00% | 13.14 | 0.00% | 0.00% | OK |
| Max Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Chain4 | End A Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| End B Tension | 13.14 | 13.14 | 0.00% | 13.14 | 0.00% | 0.00% | OK |
| Max Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Chain5 | End A Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| End B Tension | 13.14 | 13.14 | 0.00% | 13.14 | 0.00% | 0.00% | OK |
| Max Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Chain6 | End A Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| End B Tension | 13.14 | 13.14 | 0.00% | 13.14 | 0.00% | 0.00% | OK |
| Max Tension | 48.73 | 48.73 | 0.00% | 48.73 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Riser 1 with torsion | End A Tension | 15.10 | 15.10 | 0.00% | 15.10 | 0.00% | 0.00% | OK |
| End B Tension | -24.35 | -24.35 | 0.00% | -24.35 | 0.00% | 0.00% | OK |
| Max Tension | 15.10 | 15.10 | 0.00% | 15.10 | 0.00% | 0.00% | OK |
| Max Bending | 32.53 | 32.53 | 0.00% | 32.53 | 0.00% | 0.00% | OK |
| Riser 2 with torsion | End A Tension | 15.10 | 15.10 | 0.00% | 15.10 | 0.00% | 0.00% | OK |
| End B Tension | -24.35 | -24.35 | 0.00% | -24.35 | 0.00% | 0.00% | OK |
| Max Tension | 15.10 | 15.10 | 0.00% | 15.10 | 0.00% | 0.00% | OK |
| Max Bending | 32.53 | 32.53 | 0.00% | 32.53 | 0.00% | 0.00% | OK |
| Stiffener1 | End A Tension | 0.01 | 0.01 | 0.00% | 0.01 | 0.00% | 0.00% | OK |
| End B Tension | -0.06 | -0.06 | 0.00% | -0.06 | 0.00% | 0.00% | OK |
| Max Tension | 0.57 | 0.57 | 0.00% | 0.57 | 0.00% | 0.00% | OK |
| Max Bending | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| Stiffener2 | End A Tension | -0.63 | -0.63 | 0.00% | -0.63 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 1.11 | 1.11 | 0.00% | 1.11 | 0.00% | 0.00% | OK |
| Stiffener3 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -1.20 | -1.20 | 0.00% | -1.20 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 5.77 | 5.77 | 0.00% | 5.77 | 0.00% | 0.00% | OK |
| Stiffener4 | End A Tension | -2.13 | -2.13 | 0.00% | -2.13 | 0.00% | 0.00% | OK |
| End B Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| Max Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| Max Bending | 26.63 | 26.63 | 0.00% | 26.63 | 0.00% | 0.00% | OK |
| Stiffener5 | End A Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| End B Tension | -2.50 | -2.50 | 0.00% | -2.50 | 0.00% | 0.00% | OK |
| Max Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| Max Bending | 20.78 | 20.78 | 0.00% | 20.78 | 0.00% | 0.00% | OK |
| Stiffener6 | End A Tension | -3.28 | -3.28 | 0.00% | -3.28 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Bending | 27.72 | 27.72 | 0.00% | 27.72 | 0.00% | 0.00% | OK |
| Stiffener7 | End A Tension | 0.01 | 0.01 | 0.00% | 0.01 | 0.00% | 0.00% | OK |
| End B Tension | -0.06 | -0.06 | 0.00% | -0.06 | 0.00% | 0.00% | OK |
| Max Tension | 0.57 | 0.57 | 0.00% | 0.57 | 0.00% | 0.00% | OK |
| Max Bending | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| Stiffener8 | End A Tension | -0.63 | -0.63 | 0.00% | -0.63 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 1.11 | 1.11 | 0.00% | 1.11 | 0.00% | 0.00% | OK |
| Stiffener9 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -1.20 | -1.20 | 0.00% | -1.20 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 5.77 | 5.77 | 0.00% | 5.77 | 0.00% | 0.00% | OK |
| Stiffener10 | End A Tension | -2.13 | -2.13 | 0.00% | -2.13 | 0.00% | 0.00% | OK |
| End B Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| Max Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| Max Bending | 26.63 | 26.63 | 0.00% | 26.63 | 0.00% | 0.00% | OK |
| Stiffener11 | End A Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| End B Tension | -2.50 | -2.50 | 0.00% | -2.50 | 0.00% | 0.00% | OK |
| Max Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| Max Bending | 20.78 | 20.78 | 0.00% | 20.78 | 0.00% | 0.00% | OK |
| Stiffener12 | End A Tension | -3.28 | -3.28 | 0.00% | -3.28 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Bending | 27.72 | 27.72 | 0.00% | 27.72 | 0.00% | 0.00% | OK |
| Stiffener13 | End A Tension | 0.01 | 0.01 | 0.00% | 0.01 | 0.00% | 0.00% | OK |
| End B Tension | -0.06 | -0.06 | 0.00% | -0.06 | 0.00% | 0.00% | OK |
| Max Tension | 0.57 | 0.57 | 0.00% | 0.57 | 0.00% | 0.00% | OK |
| Max Bending | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| Stiffener14 | End A Tension | -0.63 | -0.63 | 0.00% | -0.63 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 1.11 | 1.11 | 0.00% | 1.11 | 0.00% | 0.00% | OK |
| Stiffener15 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -1.20 | -1.20 | 0.00% | -1.20 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 5.77 | 5.77 | 0.00% | 5.77 | 0.00% | 0.00% | OK |
| Stiffener16 | End A Tension | -2.13 | -2.13 | 0.00% | -2.13 | 0.00% | 0.00% | OK |
| End B Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| Max Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| Max Bending | 26.63 | 26.63 | 0.00% | 26.63 | 0.00% | 0.00% | OK |
| Stiffener17 | End A Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| End B Tension | -2.50 | -2.50 | 0.00% | -2.50 | 0.00% | 0.00% | OK |
| Max Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| Max Bending | 20.78 | 20.78 | 0.00% | 20.78 | 0.00% | 0.00% | OK |
| Stiffener18 | End A Tension | -3.28 | -3.28 | 0.00% | -3.28 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Bending | 27.72 | 27.72 | 0.00% | 27.72 | 0.00% | 0.00% | OK |
| Stiffener19 | End A Tension | 0.01 | 0.01 | 0.00% | 0.01 | 0.00% | 0.00% | OK |
| End B Tension | -0.06 | -0.06 | 0.00% | -0.06 | 0.00% | 0.00% | OK |
| Max Tension | 0.57 | 0.57 | 0.00% | 0.57 | 0.00% | 0.00% | OK |
| Max Bending | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| Stiffener20 | End A Tension | -0.63 | -0.63 | 0.00% | -0.63 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 1.11 | 1.11 | 0.00% | 1.11 | 0.00% | 0.00% | OK |
| Stiffener21 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -1.20 | -1.20 | 0.00% | -1.20 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 5.77 | 5.77 | 0.00% | 5.77 | 0.00% | 0.00% | OK |
| Stiffener22 | End A Tension | -2.13 | -2.13 | 0.00% | -2.13 | 0.00% | 0.00% | OK |
| End B Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| Max Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| Max Bending | 26.63 | 26.63 | 0.00% | 26.63 | 0.00% | 0.00% | OK |
| Stiffener23 | End A Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| End B Tension | -2.50 | -2.50 | 0.00% | -2.50 | 0.00% | 0.00% | OK |
| Max Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| Max Bending | 20.78 | 20.78 | 0.00% | 20.78 | 0.00% | 0.00% | OK |
| Stiffener24 | End A Tension | -3.28 | -3.28 | 0.00% | -3.28 | 0.00% | 0.00% | OK |
| End B Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Tension | -0.02 | -0.02 | 0.00% | -0.02 | 0.00% | 0.00% | OK |
| Max Bending | 27.72 | 27.72 | 0.00% | 27.72 | 0.00% | 0.00% | OK |
C03 Turret moored FPSO
Static Profile
Model Info
| Property | Value |
|---|
| File | C03 Turret moored FPSO.dat |
| Size | 540 KB |
| Objects | 41 |
| Lines | 13 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 1 |
| Statics Time | 1.476 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| 10" Prod 1 | 212.5 | 107 | 146.2 | 35.3 | 146.2 | 8.70 |
| 5" GL 1 | 212.5 | 107 | 118.6 | 29.1 | 118.6 | 0.77 |
| Umb 1 | 212.5 | 107 | 125.0 | 27.9 | 125.0 | 3.45 |
| 10" Prod 3 | 212.5 | 107 | 120.3 | 75.5 | 120.3 | 12.05 |
| 5" GL 3 | 212.5 | 107 | 86.7 | 67.1 | 94.9 | 1.22 |
| Umb 3 | 212.5 | 107 | 93.7 | 65.7 | 95.1 | 2.49 |
| Leg1 | 760.0 | 152 | 565.0 | 92.0 | 565.0 | 0.00 |
| Leg2 | 760.0 | 152 | 9093.1 | 8056.0 | 9093.1 | 0.00 |
| Leg3 | 760.0 | 152 | 1091.3 | 243.5 | 1091.3 | 0.00 |
| Fore friction | 1.9 | 1 | 55.1 | 70.1 | 70.1 | 0.00 |
| Aft friction | 1.9 | 1 | 55.1 | 70.1 | 70.1 | 0.00 |
| Stbd friction | 1.9 | 1 | 55.1 | 70.1 | 70.1 | 0.00 |
| Port friction | 1.9 | 1 | 55.1 | 70.1 | 70.1 | 0.00 |
Input Files
spec.yml (297.8 KB)
metadata:
name: c03_turret_moored_fpso
description: Extracted from C03 Turret moored FPSO.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 80.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Dean stream
height: 5.0
period: 13.0
direction: 120.0
phase: 0
gamma: 3.3
current:
speed: 2.0
direction: 125.0
profile:
- - 0.0
- 1.0
- - 8.0
- 1.0
- - 16.0
- 1.0
- - 24.0
- 0.8
- - 32.0
- 0.5
wind:
speed: 0.0
direction: 210.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 80
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave 1
WaveType: Dean stream
WaveDirection: 120
WaveHeight: 5
WavePeriod: 13
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 10
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 2
RefCurrentDirection: 125
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 8
- 1
- 0
- - 16
- 1
- 0
- - 24
- 0.8
- 0
- - 32
- 0.5
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: false
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: false
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 210
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitTolerance: 1e-6
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Wire frame
DefaultViewSize: 149.22602038258458
DefaultViewCentre:
- 2.638157577949474
- 5.382339051699933
- -43.18898260962379
DefaultViewAzimuth: 270
DefaultViewElevation: 0
line_types:
- name: 10"Product
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0.8
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0.65
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Red
category: General
outer_diameter: 0.3926
inner_diameter: 0.254
mass_per_length: 0.22135
bending_stiffness:
- 361.85
- ~
... truncated (11672 total lines)spec.yml — 11672 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 13
- 500
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.6 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: false
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: false
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedSlope: 0.0
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 80.0
WaveTrains:
- Name: Wave 1
WaveType: Dean stream
WaveDirection: 120.0
WaveHeight: 5.0
WavePeriod: 13.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 2.0
RefCurrentDirection: 125.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 8.0
- 1.0
- 0
- - 16.0
- 1.0
- 0
- - 24.0
- 0.8
- 0
- - 32.0
- 0.5
- 0
WindSpeed: 0.0
WindDirection: 210.003_environment.yml — 70 lines
includes/20_generic_objects.yml (248.8 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitTolerance: 1e-6
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Constraintrotationalstiffness:
- IndependentValue, DependentValue:
- - -30
- -10e3
- - -29.9
- -0.1
- - 0
- 0
- - 29.9
- 0.1
- - 30
- 10e3
Hysteretic: false
Name: Rotation Stiffness
LineTypes:
- Name: 10"Product
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0.8
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0.65
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Red
OD: 0.3926
ID: 0.254
MassPerUnitLength: 0.22135
EI:
- 361.85
- ~
EA: 650e3
- Name: 10"P+Buoys
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0.902
- ~
- 0.163
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0.712
- ~
- 0.36
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Red
OD: 0.8888
ID: 0.254
MassPerUnitLength: 0.42224
EI:
- 174.21
- ~
EA: 640e3
- Name: 10"P+2Buoy
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 3.85
- ~
PoissonRatio: 0
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0.91
- ~
- 0.342
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0.771
- ~
- 0.39
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Red
OD: 1.136
ID: 0.2542
MassPerUnitLength: 0.56694
EI:
- 174.21
- ~
EA: 640e3
- Name: 5"Gas Lift
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 2.5
- ~
PoissonRatio: 0
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0.8
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0.65
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $FF8000
OD: 0.2572
ID: 0.127
MassPerUnitLength: 0.15596
EI:
- 45.56
- ~
EA: 710e3
- Name: 5"GL+Buoys
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- 2.5
- ~
PoissonRatio: 0
ExpansionTable: None
GJ: 0
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0.9
- ~
- 0.25
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 0.692
- ~
- 0.39
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
... truncated (11480 total lines)20_generic_objects.yml — 11480 lines
Semantic Validation (Pre-Statics)
11 of 13 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 21 | 0 | 0 | 0 | MATCH |
| ClumpTypes | 8 | 0 | 0 | 0 | MATCH |
| Constraints | 15 | 0 | 0 | 0 | MATCH |
| Environment | 39 | 1 | 1 | 0 | MISSING |
| FrictionCoefficients | 1 | 0 | 0 | 0 | MATCH |
| General | 23 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 379 | 0 | 0 | 0 | MATCH |
| Lines | 405 | 0 | 0 | 0 | MATCH |
| Shapes | 28 | 0 | 0 | 0 | MATCH |
| VariableData | 3 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 25 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| 10" Prod 1 | End A Tension | 146.25 | 146.25 | 0.00% | 146.25 | 0.00% | 0.00% | OK |
| End B Tension | 35.27 | 35.27 | 0.00% | 35.27 | 0.00% | 0.00% | OK |
| Max Tension | 146.25 | 146.25 | 0.00% | 146.25 | 0.00% | 0.00% | OK |
| Max Bending | 8.70 | 8.70 | 0.00% | 8.70 | 0.00% | 0.00% | OK |
| 5" GL 1 | End A Tension | 118.62 | 118.62 | 0.00% | 118.62 | 0.00% | 0.00% | OK |
| End B Tension | 29.09 | 29.09 | 0.00% | 29.09 | 0.00% | 0.00% | OK |
| Max Tension | 118.62 | 118.62 | 0.00% | 118.62 | 0.00% | 0.00% | OK |
| Max Bending | 0.77 | 0.77 | 0.00% | 0.77 | 0.00% | 0.00% | OK |
| Umb 1 | End A Tension | 124.96 | 124.96 | 0.00% | 124.96 | 0.00% | 0.00% | OK |
| End B Tension | 27.87 | 27.87 | 0.00% | 27.87 | 0.00% | 0.00% | OK |
| Max Tension | 124.96 | 124.96 | 0.00% | 124.96 | 0.00% | 0.00% | OK |
| Max Bending | 3.45 | 3.45 | 0.00% | 3.45 | 0.00% | 0.00% | OK |
| 10" Prod 3 | End A Tension | 120.33 | 120.33 | 0.00% | 120.33 | 0.00% | 0.00% | OK |
| End B Tension | 75.47 | 75.47 | 0.00% | 75.47 | 0.00% | 0.00% | OK |
| Max Tension | 120.33 | 120.33 | 0.00% | 120.33 | 0.00% | 0.00% | OK |
| Max Bending | 12.05 | 12.05 | 0.00% | 12.05 | 0.00% | 0.00% | OK |
| 5" GL 3 | End A Tension | 86.74 | 86.74 | 0.00% | 86.74 | 0.00% | 0.00% | OK |
| End B Tension | 67.12 | 67.12 | 0.00% | 67.12 | 0.00% | 0.00% | OK |
| Max Tension | 94.91 | 94.91 | 0.00% | 94.91 | 0.00% | 0.00% | OK |
| Max Bending | 1.22 | 1.22 | 0.00% | 1.22 | 0.00% | 0.00% | OK |
| Umb 3 | End A Tension | 93.68 | 93.68 | 0.00% | 93.68 | 0.00% | 0.00% | OK |
| End B Tension | 65.66 | 65.66 | 0.00% | 65.66 | 0.00% | 0.00% | OK |
| Max Tension | 95.07 | 95.07 | 0.00% | 95.07 | 0.00% | 0.00% | OK |
| Max Bending | 2.49 | 2.49 | 0.00% | 2.49 | 0.00% | 0.00% | OK |
| Leg1 | End A Tension | 565.03 | 565.03 | 0.00% | 565.03 | 0.00% | 0.00% | OK |
| End B Tension | 91.98 | 91.98 | 0.00% | 91.98 | 0.00% | 0.00% | OK |
| Max Tension | 565.03 | 565.03 | 0.00% | 565.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Leg2 | End A Tension | 9093.05 | 9093.05 | 0.00% | 9093.05 | 0.00% | 0.00% | OK |
| End B Tension | 8056.02 | 8056.02 | 0.00% | 8056.02 | 0.00% | 0.00% | OK |
| Max Tension | 9093.05 | 9093.05 | 0.00% | 9093.05 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Leg3 | End A Tension | 1091.26 | 1091.26 | 0.00% | 1091.26 | 0.00% | 0.00% | OK |
| End B Tension | 243.47 | 243.47 | 0.00% | 243.47 | 0.00% | 0.00% | OK |
| Max Tension | 1091.26 | 1091.26 | 0.00% | 1091.26 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Fore friction | End A Tension | 55.09 | 55.09 | 0.00% | 55.09 | 0.00% | 0.00% | OK |
| End B Tension | 70.09 | 70.09 | 0.00% | 70.09 | 0.00% | 0.00% | OK |
| Max Tension | 70.09 | 70.09 | 0.00% | 70.09 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Aft friction | End A Tension | 55.09 | 55.09 | 0.00% | 55.09 | 0.00% | 0.00% | OK |
| End B Tension | 70.09 | 70.09 | 0.00% | 70.09 | 0.00% | 0.00% | OK |
| Max Tension | 70.09 | 70.09 | 0.00% | 70.09 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Stbd friction | End A Tension | 55.09 | 55.09 | 0.00% | 55.09 | 0.00% | 0.00% | OK |
| End B Tension | 70.09 | 70.09 | 0.00% | 70.09 | 0.00% | 0.00% | OK |
| Max Tension | 70.09 | 70.09 | 0.00% | 70.09 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port friction | End A Tension | 55.09 | 55.09 | 0.00% | 55.09 | 0.00% | 0.00% | OK |
| End B Tension | 70.09 | 70.09 | 0.00% | 70.09 | 0.00% | 0.00% | OK |
| Max Tension | 70.09 | 70.09 | 0.00% | 70.09 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
A02 Lazy S simple
Static Profile
Model Info
| Property | Value |
|---|
| File | A02 Lazy S simple.dat |
| Size | 559 KB |
| Objects | 94 |
| Lines | 10 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 1 |
| Statics Time | 1.620 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| 10" riser N | 261.0 | 156 | 105.8 | 41.1 | 105.8 | 30.78 |
| Umbilical | 264.0 | 157 | 64.6 | 25.6 | 64.6 | 12.34 |
| 8" riser | 258.0 | 155 | 97.8 | 38.0 | 97.8 | 12.46 |
| 10" riser S | 261.0 | 156 | 105.4 | 41.4 | 105.4 | 30.82 |
| Bridle_NE | 8.0 | 2 | 144.6 | 141.2 | 144.6 | 0.00 |
| Bridle_NW | 8.0 | 2 | 84.4 | 81.2 | 84.4 | 0.00 |
| Bridle_SE | 8.0 | 2 | 114.0 | 110.6 | 114.0 | 0.00 |
| Bridle_SW | 8.0 | 2 | 66.1 | 62.9 | 66.1 | 0.00 |
| ArchTie_S | 34.0 | 7 | 156.7 | 141.0 | 156.7 | 0.00 |
| ArchTie_N | 34.0 | 7 | 200.9 | 185.2 | 200.9 | 0.00 |
Input Files
spec.yml (309.0 KB)
metadata:
name: a02_lazy_s_simple
description: Extracted from A02 Lazy S simple.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: Dean stream
height: 7.0
period: 12.0
direction: 315.0
phase: 0
gamma: 3.3
current:
speed: 1.0
direction: 270.0
profile:
- - 0.0
- 1.0
- - 100.0
- 0.2
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
WaveTrains:
- Name: Wave 1
WaveType: Dean stream
WaveDirection: 315
WaveHeight: 7
WavePeriod: 12
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 1
RefCurrentDirection: 270
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 0.2
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMinDamping: 2
StaticsMaxDamping: 20
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
NorthDirection: 90
DefaultViewMode: Shaded
DefaultShadedFillMode: Solid
DefaultShadedProjectionMode: Perspective
DefaultViewSize: 137.96771311481
DefaultViewCentre:
- -92.313639564558
- 11.6326814445932
- -48.3571197030238
DefaultViewAzimuth: 272.6
DefaultViewElevation: 0
line_types:
- name: 10"
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Red
category: General
outer_diameter: 0.3556
inner_diameter: 0.254
mass_per_length: 0.1842262
bending_stiffness:
- 124.86942768
- ~
axial_stiffness: 711.2e3
- name: 8"
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
... truncated (12340 total lines)spec.yml — 12340 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 12
- 60
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedShearStiffness: 100.0
SeabedSlope: 0.0
SeabedNormalStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave 1
WaveType: Dean stream
WaveDirection: 315.0
WaveHeight: 7.0
WavePeriod: 12.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveStreamFunctionOrder: 5
WaveCurrentSpeedInWaveDirectionAtMeanWaterLevel: ~
RefCurrentSpeed: 1.0
RefCurrentDirection: 270.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 0.2
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 61 lines
includes/20_generic_objects.yml (257.9 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: All
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMinDamping: 2
StaticsMaxDamping: 20
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
NorthDirection: 90
VariableData:
Dragcoefficient:
- IndependentValue, DependentValue:
- - 10e3
- 1.2
- - 50e3
- 1.2
- - 240e3
- 1.2
- - 255e3
- 1.19
- - 300e3
- 1.16
- - 340e3
- 1.05
- - 380e3
- 0.8
- - 425e3
- 0.42
- - 510e3
- 0.4
- - 600e3
- 0.42
- - 675e3
- 0.48
- - 850e3
- 0.57
- - 1.3e6
- 0.68
- - 1.7e6
- 0.7
- - 8.5e6
- 0.7
- - 25e6
- 0.7
Name: Generic drag
LineTypes:
- Name: 10"
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Red
OD: 0.3556
ID: 0.254
MassPerUnitLength: 0.1842262
EI:
- 124.86942768
- ~
EA: 711.2e3
- Name: 8"
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Lime
OD: 0.28448
ID: 0.2032
MassPerUnitLength: 0.14738096
EI:
- 51.146517577728
- ~
EA: 568.96e3
- Name: Umb
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- Generic drag
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: 0.25
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Aqua
OD: 0.254
ID: 0.0
MassPerUnitLength: 0.1161288
EI:
- 49.161192
- ~
EA: 365.76e3
- Name: 2" chain
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: 0.18000000000000002
InnerContactDiameter: ~
ClashStiffness: 10e3
Ca:
- 1
- ~
- 0.5
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2.6
- ~
- 1.4
Cl: 0
NormalDragLiftDiameter: 0.05
AxialDragLiftDiameter: 0.015915494309189534
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.0945
ID: 0.0
MassPerUnitLength: 0.05475000000000001
EI:
- 0
- ~
EA: 252.50000000000006e3
VesselTypes:
- Name: Vessel type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
... truncated (12126 total lines)20_generic_objects.yml — 12126 lines
Semantic Validation (Pre-Statics)
10 of 12 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 40 | 0 | 0 | 0 | MATCH |
| Constraints | 64 | 0 | 0 | 0 | MATCH |
| Environment | 40 | 0 | 1 | 0 | MISSING |
| FrictionCoefficients | 1 | 0 | 0 | 0 | MATCH |
| General | 25 | 0 | 7 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 151 | 0 | 0 | 0 | MATCH |
| Lines | 316 | 0 | 0 | 0 | MATCH |
| Shapes | 518 | 0 | 0 | 0 | MATCH |
| VariableData | 2 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| 10" riser N | End A Tension | 105.78 | 105.78 | 0.00% | 105.78 | 0.00% | 0.00% | OK |
| End B Tension | 41.10 | 41.10 | 0.00% | 41.10 | 0.00% | 0.00% | OK |
| Max Tension | 105.78 | 105.78 | 0.00% | 105.78 | 0.00% | 0.00% | OK |
| Max Bending | 30.78 | 30.78 | 0.00% | 30.78 | 0.00% | 0.00% | OK |
| Umbilical | End A Tension | 64.64 | 64.64 | 0.00% | 64.64 | 0.00% | 0.00% | OK |
| End B Tension | 25.58 | 25.58 | 0.00% | 25.58 | 0.00% | 0.00% | OK |
| Max Tension | 64.64 | 64.64 | 0.00% | 64.64 | 0.00% | 0.00% | OK |
| Max Bending | 12.34 | 12.34 | 0.00% | 12.34 | 0.00% | 0.00% | OK |
| 8" riser | End A Tension | 97.78 | 97.78 | 0.00% | 97.78 | 0.00% | 0.00% | OK |
| End B Tension | 37.99 | 37.99 | 0.00% | 37.99 | 0.00% | 0.00% | OK |
| Max Tension | 97.78 | 97.78 | 0.00% | 97.78 | 0.00% | 0.00% | OK |
| Max Bending | 12.46 | 12.46 | 0.00% | 12.46 | 0.00% | 0.00% | OK |
| 10" riser S | End A Tension | 105.44 | 105.44 | 0.00% | 105.44 | 0.00% | 0.00% | OK |
| End B Tension | 41.42 | 41.42 | 0.00% | 41.42 | 0.00% | 0.00% | OK |
| Max Tension | 105.44 | 105.44 | 0.00% | 105.44 | 0.00% | 0.00% | OK |
| Max Bending | 30.82 | 30.82 | 0.00% | 30.82 | 0.00% | 0.00% | OK |
| Bridle_NE | End A Tension | 144.60 | 144.60 | 0.00% | 144.60 | 0.00% | 0.00% | OK |
| End B Tension | 141.18 | 141.18 | 0.00% | 141.18 | 0.00% | 0.00% | OK |
| Max Tension | 144.60 | 144.60 | 0.00% | 144.60 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle_NW | End A Tension | 84.41 | 84.41 | 0.00% | 84.41 | 0.00% | 0.00% | OK |
| End B Tension | 81.16 | 81.16 | 0.00% | 81.16 | 0.00% | 0.00% | OK |
| Max Tension | 84.41 | 84.41 | 0.00% | 84.41 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle_SE | End A Tension | 114.05 | 114.05 | 0.00% | 114.05 | 0.00% | 0.00% | OK |
| End B Tension | 110.62 | 110.62 | 0.00% | 110.62 | 0.00% | 0.00% | OK |
| Max Tension | 114.05 | 114.05 | 0.00% | 114.05 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Bridle_SW | End A Tension | 66.13 | 66.13 | 0.00% | 66.13 | 0.00% | 0.00% | OK |
| End B Tension | 62.88 | 62.88 | 0.00% | 62.88 | 0.00% | 0.00% | OK |
| Max Tension | 66.13 | 66.13 | 0.00% | 66.13 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| ArchTie_S | End A Tension | 156.69 | 156.69 | 0.00% | 156.69 | 0.00% | 0.00% | OK |
| End B Tension | 140.95 | 140.95 | 0.00% | 140.95 | 0.00% | 0.00% | OK |
| Max Tension | 156.69 | 156.69 | 0.00% | 156.69 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| ArchTie_N | End A Tension | 200.94 | 200.94 | 0.00% | 200.94 | 0.00% | 0.00% | OK |
| End B Tension | 185.20 | 185.20 | 0.00% | 185.20 | 0.00% | 0.00% | OK |
| Max Tension | 200.94 | 200.94 | 0.00% | 200.94 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
E02 Rigid hinged stinger with piggyback line
Static Profile
Model Info
| Property | Value |
|---|
| File | E02 Rigid hinged stinger with piggyback line.dat |
| Size | 591 KB |
| Objects | 53 |
| Lines | 28 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 1 |
| Statics Time | 3.350 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Port Runner1 | 4.0 | 1 | 0.8 | -0.8 | 0.8 | 0.00 |
| Port Runner2 | 4.0 | 1 | 0.8 | -0.6 | 0.8 | 0.00 |
| Port Runner3 | 4.0 | 1 | 0.5 | -0.3 | 0.5 | 0.00 |
| Port Runner4 | 4.0 | 1 | 0.2 | 0.1 | 0.2 | 0.00 |
| Port Runner5 | 4.0 | 1 | 1.0 | 1.5 | 1.5 | 0.00 |
| Port Runner6 | 4.0 | 1 | 1.8 | 3.0 | 3.0 | 0.00 |
| Port Runner7 | 4.0 | 1 | 2.9 | 4.1 | 4.1 | 0.00 |
| Port Runner8 | 4.0 | 1 | 4.0 | 5.3 | 5.3 | 0.00 |
| Port Runner9 | 4.0 | 1 | 5.2 | 6.4 | 6.4 | 0.00 |
| Port Runner10 | 4.0 | 1 | 6.3 | 7.5 | 7.5 | 0.00 |
| Port Runner11 | 4.0 | 1 | 7.4 | 8.7 | 8.7 | 0.00 |
| Port Runner12 | 4.0 | 1 | 8.6 | 9.8 | 9.8 | 0.00 |
| Port Runner13 | 4.0 | 1 | 9.7 | 11.0 | 11.0 | 0.00 |
| Starboard Runner1 | 4.0 | 1 | 0.8 | -0.8 | 0.8 | 0.00 |
| Starboard Runner2 | 4.0 | 1 | 0.8 | -0.6 | 0.8 | 0.00 |
| Starboard Runner3 | 4.0 | 1 | 0.5 | -0.3 | 0.5 | 0.00 |
| Starboard Runner4 | 4.0 | 1 | 0.2 | 0.1 | 0.2 | 0.00 |
| Starboard Runner5 | 4.0 | 1 | 1.0 | 1.5 | 1.5 | 0.00 |
| Starboard Runner6 | 4.0 | 1 | 1.8 | 3.0 | 3.0 | 0.00 |
| Starboard Runner7 | 4.0 | 1 | 2.9 | 4.1 | 4.1 | 0.00 |
| Starboard Runner8 | 4.0 | 1 | 4.0 | 5.3 | 5.3 | 0.00 |
| Starboard Runner9 | 4.0 | 1 | 5.2 | 6.4 | 6.4 | 0.00 |
| Starboard Runner10 | 4.0 | 1 | 6.3 | 7.5 | 7.5 | 0.00 |
| Starboard Runner11 | 4.0 | 1 | 7.4 | 8.7 | 8.7 | 0.00 |
| Starboard Runner12 | 4.0 | 1 | 8.6 | 9.8 | 9.8 | 0.00 |
| Starboard Runner13 | 4.0 | 1 | 9.7 | 11.0 | 11.0 | 0.00 |
| Pipe | 620.0 | 116 | 0.9 | 363.0 | 478.3 | 286.30 |
| Cable | 620.0 | 601 | 0.2 | 171.6 | 199.2 | 2.31 |
Input Files
spec.yml (336.2 KB)
metadata:
name: e02_rigid_hinged_stinger_with_piggyback_line
description: Extracted from E02 Rigid hinged stinger with piggyback line.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: JONSWAP
height: 1.0
period: 8.0
direction: 135.0
phase: 0
gamma: 3.3
current:
speed: 1.0
direction: 160.0
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 135
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 1
WaveTz: 8
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: true
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 1
RefCurrentDirection: 160
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMinDamping: 5
StaticsMaxDamping: 50
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.5
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Wire frame
DefaultViewSize: 795.6
DefaultViewCentre:
- 228.5
- 8.881784197001252e-16
- -44.072292100629994
DefaultViewAzimuth: 270
DefaultViewElevation: 0
line_types:
- name: Runner
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.293
ExpansionTable: None
GJ: 1.6227342153276e6
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
category: General
outer_diameter: 1.1
inner_diameter: 1.06
mass_per_length: 0.533
bending_stiffness:
- 2.098195340418587e6
- ~
axial_stiffness: 14.385981079318397e6
- name: Laypipe
properties:
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
... truncated (13185 total lines)spec.yml — 13185 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 100
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.8 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: true
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedShearStiffness: 100.0
KinematicStretchingMethod: Vertical stretching
WaveFrequencySpectrumDiscretisationMethod: Equal energy
SeabedNormalStiffness: 100.0
UserSpecifiedRandomWaveSeeds: false
SeabedSlope: 0.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 135.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 1.0
WaveTz: 8.0
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
RefCurrentSpeed: 1.0
RefCurrentDirection: 160.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 68 lines
includes/20_generic_objects.yml (280.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
StaticsMinDamping: 5
StaticsMaxDamping: 50
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.5
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: Runner
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.293
ExpansionTable: None
GJ: 1.6227342153276e6
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 1.1
ID: 1.06
MassPerUnitLength: 0.533
EI:
- 2.098195340418587e6
- ~
EA: 14.385981079318397e6
- Name: Laypipe
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
DNVOSF201Pmin: ~
DNVOSF201T2: ~
DNVOSF201Fy: 400.00000000000006e3
DNVOSF201Fu: 700.0000000000002e3
DNVOSF201E: 212.00000000000003e6
DNVOSF201F0: 0.01
DNVOSF201GammaSC: 1.14
DNVOSF201GammaM: 1.15
DNVOSF201AlphaFab: 1
DNVOSF201Eta: 0.79
Pen:
- 1
- Solid
- $8000FF
OD: 0.3
ID: 0.26
- Name: Laypipe Slider
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.293
ExpansionTable: None
GJ: 28.412631990461516e3
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
DNVOSF201Pmin: ~
DNVOSF201T2: ~
DNVOSF201Fy: 400.00000000000006e3
DNVOSF201Fu: 700.0000000000002e3
DNVOSF201E: 212.00000000000003e6
DNVOSF201F0: 0.01
DNVOSF201GammaSC: 1.14
DNVOSF201GammaM: 1.15
DNVOSF201AlphaFab: 1
DNVOSF201Eta: 0.79
Pen:
- 1
- Solid
- $8000FF
OD: 0.3
ID: 0.26
MassPerUnitLength: 0.138
EI:
- 36.73753316366674e3
- ~
EA: 1.0
- Name: Lay Cable
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 800
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.15
ID: 0.0
MassPerUnitLength: 0.0405
EI:
- 50.125
- ~
EA: 216e3
- Name: Lay Cable Slider
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 800
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.15
ID: 0.0
MassPerUnitLength: 0.0405
EI:
- 50.125
- ~
EA: 1.0
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
... truncated (12972 total lines)
20_generic_objects.yml — 12972 lines
Semantic Validation (Pre-Statics)
10 of 13 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 46 | 0 | 0 | 0 | MATCH |
| CodeChecks | 6 | 0 | 0 | 0 | MATCH |
| Constraints | 15 | 0 | 0 | 0 | MATCH |
| Environment | 43 | 0 | 1 | 0 | MISSING |
| General | 24 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineContactData | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 193 | 0 | 0 | 0 | MATCH |
| Lines | 846 | 0 | 2 | 0 | COSMETIC |
| SupportTypes | 8 | 0 | 0 | 0 | MATCH |
| VesselTypes | 21 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
| Winches | 24 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Port Runner1 | End A Tension | 0.76 | 0.76 | 0.00% | 0.76 | 0.00% | 0.00% | OK |
| End B Tension | -0.76 | -0.76 | 0.00% | -0.76 | 0.00% | 0.00% | OK |
| Max Tension | 0.76 | 0.76 | 0.00% | 0.76 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port Runner2 | End A Tension | 0.76 | 0.76 | 0.00% | 0.76 | 0.00% | 0.00% | OK |
| End B Tension | -0.62 | -0.62 | 0.00% | -0.62 | 0.00% | 0.00% | OK |
| Max Tension | 0.76 | 0.76 | 0.00% | 0.76 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port Runner3 | End A Tension | 0.45 | 0.45 | 0.00% | 0.45 | 0.00% | 0.00% | OK |
| End B Tension | -0.29 | -0.29 | 0.00% | -0.29 | 0.00% | 0.00% | OK |
| Max Tension | 0.45 | 0.45 | 0.00% | 0.45 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port Runner4 | End A Tension | 0.18 | 0.18 | 0.00% | 0.18 | 0.00% | 0.00% | OK |
| End B Tension | 0.08 | 0.08 | 0.00% | 0.08 | 0.00% | 0.00% | OK |
| Max Tension | 0.18 | 0.18 | 0.00% | 0.18 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port Runner5 | End A Tension | 1.00 | 1.00 | 0.00% | 1.00 | 0.00% | 0.00% | OK |
| End B Tension | 1.55 | 1.55 | 0.00% | 1.55 | 0.00% | 0.00% | OK |
| Max Tension | 1.55 | 1.55 | 0.00% | 1.55 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port Runner6 | End A Tension | 1.83 | 1.83 | 0.00% | 1.83 | 0.00% | 0.00% | OK |
| End B Tension | 2.97 | 2.97 | 0.00% | 2.97 | 0.00% | 0.00% | OK |
| Max Tension | 2.97 | 2.97 | 0.00% | 2.97 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port Runner7 | End A Tension | 2.86 | 2.86 | 0.00% | 2.86 | 0.00% | 0.00% | OK |
| End B Tension | 4.11 | 4.11 | 0.00% | 4.11 | 0.00% | 0.00% | OK |
| Max Tension | 4.11 | 4.11 | 0.00% | 4.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port Runner8 | End A Tension | 4.01 | 4.01 | 0.00% | 4.01 | 0.00% | 0.00% | OK |
| End B Tension | 5.26 | 5.26 | 0.00% | 5.26 | 0.00% | 0.00% | OK |
| Max Tension | 5.26 | 5.26 | 0.00% | 5.26 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port Runner9 | End A Tension | 5.15 | 5.15 | 0.00% | 5.15 | 0.00% | 0.00% | OK |
| End B Tension | 6.40 | 6.40 | 0.00% | 6.40 | 0.00% | 0.00% | OK |
| Max Tension | 6.40 | 6.40 | 0.00% | 6.40 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port Runner10 | End A Tension | 6.30 | 6.30 | 0.00% | 6.30 | 0.00% | 0.00% | OK |
| End B Tension | 7.55 | 7.55 | 0.00% | 7.55 | 0.00% | 0.00% | OK |
| Max Tension | 7.55 | 7.55 | 0.00% | 7.55 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port Runner11 | End A Tension | 7.44 | 7.44 | 0.00% | 7.44 | 0.00% | 0.00% | OK |
| End B Tension | 8.70 | 8.70 | 0.00% | 8.70 | 0.00% | 0.00% | OK |
| Max Tension | 8.70 | 8.70 | 0.00% | 8.70 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port Runner12 | End A Tension | 8.59 | 8.59 | 0.00% | 8.59 | 0.00% | 0.00% | OK |
| End B Tension | 9.84 | 9.84 | 0.00% | 9.84 | 0.00% | 0.00% | OK |
| Max Tension | 9.84 | 9.84 | 0.00% | 9.84 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Port Runner13 | End A Tension | 9.73 | 9.73 | 0.00% | 9.73 | 0.00% | 0.00% | OK |
| End B Tension | 10.98 | 10.98 | 0.00% | 10.98 | 0.00% | 0.00% | OK |
| Max Tension | 10.98 | 10.98 | 0.00% | 10.98 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner1 | End A Tension | 0.76 | 0.76 | 0.00% | 0.76 | 0.00% | 0.00% | OK |
| End B Tension | -0.76 | -0.76 | 0.00% | -0.76 | 0.00% | 0.00% | OK |
| Max Tension | 0.76 | 0.76 | 0.00% | 0.76 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner2 | End A Tension | 0.76 | 0.76 | 0.00% | 0.76 | 0.00% | 0.00% | OK |
| End B Tension | -0.62 | -0.62 | 0.00% | -0.62 | 0.00% | 0.00% | OK |
| Max Tension | 0.76 | 0.76 | 0.00% | 0.76 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner3 | End A Tension | 0.45 | 0.45 | 0.00% | 0.45 | 0.00% | 0.00% | OK |
| End B Tension | -0.29 | -0.29 | 0.00% | -0.29 | 0.00% | 0.00% | OK |
| Max Tension | 0.45 | 0.45 | 0.00% | 0.45 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner4 | End A Tension | 0.18 | 0.18 | 0.00% | 0.18 | 0.00% | 0.00% | OK |
| End B Tension | 0.08 | 0.08 | 0.00% | 0.08 | 0.00% | 0.00% | OK |
| Max Tension | 0.18 | 0.18 | 0.00% | 0.18 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner5 | End A Tension | 1.00 | 1.00 | 0.00% | 1.00 | 0.00% | 0.00% | OK |
| End B Tension | 1.55 | 1.55 | 0.00% | 1.55 | 0.00% | 0.00% | OK |
| Max Tension | 1.55 | 1.55 | 0.00% | 1.55 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner6 | End A Tension | 1.83 | 1.83 | 0.00% | 1.83 | 0.00% | 0.00% | OK |
| End B Tension | 2.97 | 2.97 | 0.00% | 2.97 | 0.00% | 0.00% | OK |
| Max Tension | 2.97 | 2.97 | 0.00% | 2.97 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner7 | End A Tension | 2.86 | 2.86 | 0.00% | 2.86 | 0.00% | 0.00% | OK |
| End B Tension | 4.11 | 4.11 | 0.00% | 4.11 | 0.00% | 0.00% | OK |
| Max Tension | 4.11 | 4.11 | 0.00% | 4.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner8 | End A Tension | 4.01 | 4.01 | 0.00% | 4.01 | 0.00% | 0.00% | OK |
| End B Tension | 5.26 | 5.26 | 0.00% | 5.26 | 0.00% | 0.00% | OK |
| Max Tension | 5.26 | 5.26 | 0.00% | 5.26 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner9 | End A Tension | 5.15 | 5.15 | 0.00% | 5.15 | 0.00% | 0.00% | OK |
| End B Tension | 6.40 | 6.40 | 0.00% | 6.40 | 0.00% | 0.00% | OK |
| Max Tension | 6.40 | 6.40 | 0.00% | 6.40 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner10 | End A Tension | 6.30 | 6.30 | 0.00% | 6.30 | 0.00% | 0.00% | OK |
| End B Tension | 7.55 | 7.55 | 0.00% | 7.55 | 0.00% | 0.00% | OK |
| Max Tension | 7.55 | 7.55 | 0.00% | 7.55 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner11 | End A Tension | 7.44 | 7.44 | 0.00% | 7.44 | 0.00% | 0.00% | OK |
| End B Tension | 8.70 | 8.70 | 0.00% | 8.70 | 0.00% | 0.00% | OK |
| Max Tension | 8.70 | 8.70 | 0.00% | 8.70 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner12 | End A Tension | 8.59 | 8.59 | 0.00% | 8.59 | 0.00% | 0.00% | OK |
| End B Tension | 9.84 | 9.84 | 0.00% | 9.84 | 0.00% | 0.00% | OK |
| Max Tension | 9.84 | 9.84 | 0.00% | 9.84 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Starboard Runner13 | End A Tension | 9.73 | 9.73 | 0.00% | 9.73 | 0.00% | 0.00% | OK |
| End B Tension | 10.98 | 10.98 | 0.00% | 10.98 | 0.00% | 0.00% | OK |
| Max Tension | 10.98 | 10.98 | 0.00% | 10.98 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Pipe | End A Tension | 0.87 | 0.87 | 0.00% | 0.87 | 0.00% | 0.00% | OK |
| End B Tension | 363.00 | 363.00 | 0.00% | 363.00 | 0.00% | 0.00% | OK |
| Max Tension | 478.27 | 478.27 | 0.00% | 478.27 | 0.00% | 0.00% | OK |
| Max Bending | 286.30 | 286.30 | 0.00% | 286.30 | 0.00% | 0.00% | OK |
| Cable | End A Tension | 0.24 | 0.24 | 0.00% | 0.24 | 0.00% | 0.00% | OK |
| End B Tension | 171.64 | 171.64 | 0.00% | 171.64 | 0.00% | 0.00% | OK |
| Max Tension | 199.23 | 199.23 | 0.00% | 199.23 | 0.00% | 0.00% | OK |
| Max Bending | 2.31 | 2.31 | 0.00% | 2.31 | 0.00% | 0.00% | OK |
K02 10MW fixed-bottom OWT
Static Profile
Model Info
| Property | Value |
|---|
| File | K02 10MW fixed-bottom OWT.dat |
| Size | 603 KB |
| Objects | 104 |
| Lines | 2 |
| Links | 0 |
| Vessels | 0 |
| 6D Buoys | 2 |
| Statics Time | 0.130 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Tower | 105.6 | 21 | -8513.7 | -18633.1 | -8513.7 | 50495.77 |
| Monopile | 85.0 | 17 | -18633.1 | 6605.6 | 7999.0 | 31586.22 |
Input Files
spec.yml (1087.4 KB)
metadata:
name: k02_10mw_fixed_bottom_owt
description: Extracted from K02 10MW fixed-bottom OWT.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 30.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 0.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: JONSWAP
height: 5.0
period: 6.51155
direction: 180.0
phase: 0
gamma: 3.3
current:
speed: 0.0
direction: 180.0
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0
direction: 180.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 30
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 0
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 5
WaveTz: 6.51155
WaveNumberOfComponents: 200
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: 30
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: Unramped
WindType: Full field
AirDensity: 0.001225
AirSpeedOfSound: 343
WindTimeOrigin: 0
WindOrigin:
- 0
- 0
- ~
WindFullFieldFormat: TurbSim
WindFullFieldTurbSimFileName: wind.bts
WindDirection: 180
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: None
LineStaticsStep2Policy: None
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Double
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
UserDefinedResults:
- Name: Generator power
UserDefinedResultScriptFileSource: Embedded
UserDefinedResultScript: "def genPwr(info):\r\n power = info.modelObject.TimeHistory('Generator\
\ power', info.period, info.objectExtra)\r\n return power * 0.9436\r\n\r\
\ndef UserDefinedResults(model):\r\n return (\r\n {\r\n \
\ 'ObjectType': OrcFxAPI.otTurbine,\r\n 'Name': 'Generator power\
\ (94.36%)',\r\n 'Units': '$P',\r\n 'TimeDomainFunction':\
\ genPwr\r\n },\r\n )"
DefaultViewMode: Wire frame
DefaultViewSize: 345.59999999999985
DefaultViewCentre:
- 0
- 0
- 69.5
DefaultViewAzimuth: 90
DefaultViewElevation: 0
line_types:
- name: Tower line type
properties:
MaterialDensity: 8.5
E: 210e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: 1
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 5
- Solid
- White
category: Homogeneous pipe
outer_diameter: Tower OD
inner_diameter: Tower ID
- name: Monopile (above mudline) line type
properties:
MaterialDensity: 8.5
E: 210e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: 1
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 5
... truncated (50276 total lines)spec.yml — 50276 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.05
LogPrecision: Single
TargetLogSampleInterval: 0.05
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 100
- 100
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.8 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: 30
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: Unramped
WindType: Full field
AirDensity: 0.001225
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedSlope: 0.0
WaveFrequencySpectrumDiscretisationMethod: Equal energy
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 0.0
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
Density: 1.025
SeabedOriginDepth: 30.0
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 5.0
WaveTz: 6.51155
WaveNumberOfComponents: 200
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0
WindDirection: 180.003_environment.yml — 68 lines
includes/20_generic_objects.yml (887.4 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: None
LineStaticsStep2Policy: None
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Double
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
UserDefinedResults:
- Name: Generator power
UserDefinedResultScriptFileSource: Embedded
UserDefinedResultScript: "def genPwr(info):\r\n power = info.modelObject.TimeHistory('Generator\
\ power', info.period, info.objectExtra)\r\n return power * 0.9436\r\n\r\n\
def UserDefinedResults(model):\r\n return (\r\n {\r\n 'ObjectType':\
\ OrcFxAPI.otTurbine,\r\n 'Name': 'Generator power (94.36%)',\r\n\
\ 'Units': '$P',\r\n 'TimeDomainFunction': genPwr\r\n\
\ },\r\n )"
VariableData:
Externalfunctions:
- Source: External file
FileName: BladedControllerWrapper.py
FunctionName: BladedController
InitialValue: 0
TimeStep: Outer time step
Name: Controller
Linetypediameter:
- IndependentValue, DependentValue:
- - 0
- 5.44
- - 11.08
- 5.73
- - 21.59
- 6
- - 32.09
- 6.26
- - 42.6
- 6.53
- - 53.1
- 6.8
- - 63.61
- 7.07
- - 74.11
- 7.34
- - 84.62
- 7.61
- - 95.12
- 7.88
- - 105.63
- 8.16
Name: Tower ID
- IndependentValue, DependentValue:
- - 0
- 5.5
- - 11.08
- 5.79
- - 21.59
- 6.07
- - 32.09
- 6.35
- - 42.6
- 6.63
- - 53.1
- 6.91
- - 63.61
- 7.19
- - 74.11
- 7.46
- - 84.62
- 7.74
- - 95.12
- 8.02
- - 105.63
- 8.3
Name: Tower OD
- IndependentValue, DependentValue:
- - 0
- 8.7
- - 2
- 8.7
- - 4
- 8.7
- - 6
- 8.7
- - 8
- 8.69
- - 10
- 8.69
- - 12
- 8.69
- - 14
- 8.69
- - 16
- 8.69
- - 18
- 8.69
- - 20
- 8.69
- - 24
- 8.8
- - 28
- 8.8
- - 32
- 8.8
- - 36
- 8.8
- - 40
- 8.8
Name: Monopile ID
LineTypes:
- Name: Tower line type
Category: Homogeneous pipe
MaterialDensity: 8.5
E: 210e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: 1
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 5
- Solid
- White
OD: Tower OD
ID: Tower ID
- Name: Monopile (above mudline) line type
Category: Homogeneous pipe
MaterialDensity: 8.5
E: 210e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: 1
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 5
- Solid
- Gray
OD: 9.0
ID: Monopile ID
- Name: Monopile (below mudline) line type
Category: Homogeneous pipe
MaterialDensity: 8.5
E: 210e6
PoissonRatio: 0.3
ExpansionTable: None
Cdn: 1
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 5
- Solid
- Gray
OD: 9.0
ID: 8.8
WingTypes:
- Name: AF01
Angle, Lift, Drag, Moment:
- - -180
- 0
- 0.6
- 0
- - -177
- 0
- 0.6
- 1.38777878078145e-17
- - -174
- -1.38777878078145e-17
- 0.6
- 1.7347234759768098e-18
- - -171
- -2.77555756156289e-17
- 0.6
- 2.08166817117217e-17
- - -168
- -2.77555756156289e-17
- 0.6
- -1.0408340855860801e-17
- - -165
- -5.55111512312578e-17
- 0.6
- -3.46944695195361e-17
- - -162
- -5.55111512312578e-17
- 0.6
- 2.77555756156289e-17
- - -159
- -5.55111512312578e-17
- 0.6
- 3.2959746043559304e-17
- - -156
- -5.55111512312578e-17
- 0.6
- -9.49761103097302e-17
- - -153
- -5.55111512312578e-17
- 0.6
- -2.47198095326695e-17
- - -150
- 0
- 0.6
- -1.1015494072452699e-16
- - -147
- 0
- 0.6
- 3.12250225675825e-17
- - -144
- -5.55111512312578e-17
- 0.6
- 3.46944695195361e-18
- - -141
- 5.55111512312578e-17
- 0.6
- -6.15826833971767e-17
- - -138
- 0
- 0.6
- -6.07153216591882e-17
- - -135
- -5.55111512312578e-17
- 0.6
- 3.98986399474666e-17
- - -132
- -8.32667268468867e-17
- 0.6
- 1.38777878078145e-17
- - -129
- -1.66533453693773e-16
- 0.6
- -3.12250225675825e-17
- - -126
- 0
- 0.6
- -1.38777878078145e-17
- - -123
- -5.55111512312578e-17
- 0.6
- -3.12250225675825e-17
- - -120
- 5.55111512312578e-17
- 0.6
- -7.28583859910259e-17
- - -117
- 0
- 0.6
- 2.08166817117217e-17
- - -114
- -1.38777878078145e-17
- 0.6
- -2.08166817117217e-17
- - -111
- 5.55111512312578e-17
... truncated (50040 total lines)20_generic_objects.yml — 50040 lines
Semantic Validation (Pre-Statics)
7 of 10 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 77 | 0 | 0 | 0 | MATCH |
| Constraints | 650 | 0 | 0 | 0 | MATCH |
| Environment | 46 | 0 | 0 | 0 | MATCH |
| General | 23 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 72 | 0 | 0 | 0 | MATCH |
| Lines | 60 | 0 | 2 | 0 | COSMETIC |
| Turbines | 48 | 0 | 1 | 0 | MISSING |
| VariableData | 12 | 0 | 0 | 0 | MATCH |
| WingTypes | 90 | 0 | 0 | 0 | MATCH |
Spec-Driven Path
Error:
Error code: 27
Static calculation failed (Cannot open TurbSim full field wind file 'wind.bts'.)
Modular-Direct Path
Error:
Error code: 27
Static calculation failed (Cannot open TurbSim full field wind file 'wind.bts'.)
L02 OC4 Semi-sub
Static Profile
Model Info
| Property | Value |
|---|
| File | L02 OC4 Semi-sub.dat |
| Size | 614 KB |
| Objects | 35 |
| Lines | 4 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 1 |
| Statics Time | 0.434 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Mooring1 | 835.5 | 84 | 1311.3 | 1029.3 | 1311.3 | 0.00 |
| Mooring2 | 835.5 | 84 | 1014.7 | 694.7 | 1014.7 | 0.00 |
| Mooring3 | 835.5 | 84 | 1014.9 | 695.0 | 1014.9 | 0.00 |
| Tower | 77.6 | 39 | -3442.5 | -5891.5 | -3442.5 | 15803.69 |
Input Files
spec.yml (875.0 KB)
metadata:
name: l02_oc4_semi_sub
description: Extracted from L02 OC4 Semi-sub.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 200.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: JONSWAP
height: 7.0
period: 8.0
direction: 0.0
phase: 0
gamma: 3.3
current:
speed: 0.0
direction: 180.0
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 15.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 200
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Partially specified
WaveHs: 7
WaveTz: 8
WaveGamma: 1
WaveNumberOfComponents: 200
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 15
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
Comments: 'Note: The properties applied in these examples are based on our interpretation
of the data provided in the OC3/OC4 studies, and are not necessarily correct.
If you use these models for your own analysis purposes, you must first satisfy
yourself that they are correct and appropriate for the scenario being analysed.'
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Wire frame
DefaultViewSize: 253.10068716072374
DefaultViewCentre:
- 0
- 0
- 50
DefaultViewAzimuth: 180
DefaultViewElevation: 0
line_types:
- name: Mooring line
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.1
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $FF8000
category: General
outer_diameter: 0.0766
inner_diameter: 0.0
mass_per_length: 0.11335
bending_stiffness:
- 0
- ~
axial_stiffness: 753.6e3
- name: Tower line type
properties:
MaterialDensity: 8.502550000000001
... truncated (37554 total lines)spec.yml — 37554 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 8
- 200
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.8 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
KinematicStretchingMethod: Vertical stretching
WaveFrequencySpectrumDiscretisationMethod: Equal energy
SeabedSlope: 0.0
UserSpecifiedRandomWaveSeeds: false
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 200.0
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 0.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Partially specified
WaveHs: 7.0
WaveTz: 8.0
WaveGamma: 3.3
WaveNumberOfComponents: 200
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 15.0
WindDirection: 0.003_environment.yml — 69 lines
includes/20_generic_objects.yml (725.3 KB)
General:
Comments: 'Note: The properties applied in these examples are based on our interpretation
of the data provided in the OC3/OC4 studies, and are not necessarily correct.
If you use these models for your own analysis purposes, you must first satisfy
yourself that they are correct and appropriate for the scenario being analysed.'
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Externalfunctions:
- Source: External file
FileName: PythonController.py
FunctionName: PitchController
InitialValue: 0
TimeStep: Outer time step
Name: Blade Pitch
- Source: External file
FileName: PythonController.py
FunctionName: TorqueController
InitialValue: 0
TimeStep: Outer time step
Name: Generator Torque
Linetypediameter:
- IndependentValue, DependentValue:
- - 0
- 3.8320000000000003
- - 77.60000000000001
- 6.446
Name: ID profile
- IndependentValue, DependentValue:
- - 0
- 3.87
- - 77.60000000000001
- 6.5
Name: OD profile
LineTypes:
- Name: Mooring line
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.1
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $FF8000
OD: 0.0766
ID: 0.0
MassPerUnitLength: 0.11335
EI:
- 0
- ~
EA: 753.6e3
- Name: Tower line type
Category: Homogeneous pipe
MaterialDensity: 8.502550000000001
E: 210e6
PoissonRatio: 0.30000000000000004
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 5
- Solid
- White
OD: OD profile
ID: ID profile
VesselTypes:
- Name: OrcaWave OC4 Semi
RAOResponseUnits: radians
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: leads
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: original
QTFConventionsFrameOfReference: earth
Draughts:
- Name: Draught1
Mass: 14.072718e3
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 11.3274304299744e6
- 0
- 13.1821695064e3
- - 0
- 11.3172453499832e6
- 0
- - 13.1821695064e3
- 0
- 12.2542415962638e6
CentreOfMass:
- -0.010212829169
- 0
- -9.890181193293
DisplacementRAOs:
RAOOrigin:
- 0
- 0
- 0
PhaseOrigin:
- 0
- 0
- 0
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- - 3.75
- 0.043742689008193655
- 22.053950355213978
- 1.184276250580601e-08
- 258.94100659749137
- 0.0015538006405384553
- 199.5235259413407
- 4.1967340429678794e-10
- 124.22387965019183
- 0.00033227500455357365
- 23.351383866030048
- 1.3004819019827802e-10
- 111.6015562685206
- - 4
- 0.03653586501437834
- 44.24973541156432
- 1.6210789948620468e-08
- 247.71266615597696
- 0.0017958850789169638
- 158.69073840667318
- 6.70156618997056e-10
- 114.99996166904985
- 0.0003270633518200041
- 55.84785281712927
- 7.966762983780846e-11
- 151.65191815472255
- - 4.25
- 0.017278632990496468
- 123.96256962913557
- 2.1645750270552564e-08
- 225.67376868978934
- 0.0023418400134139665
- 150.7111946314366
- 9.608599989361549e-10
- 102.77762364843198
- 0.00021818105365887974
- 81.4604209639396
- 1.5004627505203004e-10
- 268.1869966198183
- - 4.5
- 0.0494436919317634
- 162.60664350022293
- 3.076060364866697e-08
- 206.87750324179706
- 0.006441268398013345
- 212.5159660159425
- 1.3315127258941092e-09
- 91.53835148085885
- 0.00016556502636528032
- 105.84957739024104
- 3.9470492368781414e-10
- 271.0258665192697
- - 4.75
- 0.0815362513877168
- 156.9851953894571
- 4.412328660585644e-08
- 195.75973997237463
- 0.024054232766792878
- 255.3017394445469
- 1.7819013881698174e-09
- 81.58107864408434
- 9.943062974635835e-05
- 140.5367494525441
- 6.557082011641393e-10
- 264.5745437419129
- - 5
- 0.1170439524694898
- 147.6588027022603
- 5.772987906905654e-08
- 189.94981354313305
- 0.029420001535380907
- 281.266198651741
- 2.2911037436781295e-09
- 73.3671283059749
- 0.0001376851843084979
- 195.28352259196856
- 9.57212890370179e-10
- 256.4933733862136
- - 5.25
- 0.15351045096961088
- 141.98022300836732
- 7.169662660290317e-08
- 185.09975951379272
- 0.030653321921290583
- 272.2754956104032
- 2.8307246115199985e-09
- 66.58660899223088
- 0.00024104650697520717
- 196.9563820280436
- 1.3023972275877112e-09
- 252.89532121579208
- - 5.5
- 0.18693366717628893
- 139.64004656705185
- 8.494696931268823e-08
- 182.1783311084894
- 0.03551797839159664
- 258.8455491735719
- 3.3769720097695184e-09
- 61.169597815071505
... truncated (37381 total lines)20_generic_objects.yml — 37381 lines
Semantic Validation (Pre-Statics)
8 of 12 sections match, 2 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 42 | 0 | 0 | 0 | MATCH |
| Environment | 42 | 1 | 1 | 0 | MISSING |
| General | 23 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 62 | 0 | 0 | 0 | MATCH |
| Lines | 119 | 0 | 1 | 0 | COSMETIC |
| MorisonElementTypes | 36 | 0 | 0 | 0 | MATCH |
| Turbines | 42 | 0 | 1 | 0 | MISSING |
| VariableData | 16 | 0 | 0 | 0 | MATCH |
| VesselTypes | 25 | 0 | 0 | 0 | MATCH |
| Vessels | 29 | 0 | 0 | 0 | MATCH |
| WingTypes | 40 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Mooring1 | End A Tension | 1311.33 | 1303.88 | 0.57% | 1303.88 | 0.57% | 0.00% | OK |
| End B Tension | 1029.34 | 1020.88 | 0.82% | 1020.88 | 0.82% | 0.00% | OK |
| Max Tension | 1311.33 | 1303.88 | 0.57% | 1303.88 | 0.57% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring2 | End A Tension | 1014.69 | 1017.12 | 0.24% | 1017.12 | 0.24% | 0.00% | OK |
| End B Tension | 694.71 | 697.45 | 0.39% | 697.45 | 0.39% | 0.00% | OK |
| Max Tension | 1014.69 | 1017.12 | 0.24% | 1017.12 | 0.24% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring3 | End A Tension | 1014.91 | 1017.36 | 0.24% | 1017.36 | 0.24% | 0.00% | OK |
| End B Tension | 694.96 | 697.70 | 0.39% | 697.70 | 0.39% | 0.00% | OK |
| Max Tension | 1014.91 | 1017.36 | 0.24% | 1017.36 | 0.24% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Tower | End A Tension | -3442.51 | -3442.03 | 0.01% | -3442.03 | 0.01% | 0.00% | OK |
| End B Tension | -5891.52 | -5891.35 | 0.00% | -5891.35 | 0.00% | 0.00% | OK |
| Max Tension | -3442.51 | -3442.03 | 0.01% | -3442.03 | 0.01% | 0.00% | OK |
| Max Bending | 15803.69 | 23207.26 | 31.90% | 23207.26 | 31.90% | 0.00% | HIGH |
E04 Articulated stinger
Static Profile
Model Info
| Property | Value |
|---|
| File | E04 Articulated stinger.dat |
| Size | 691 KB |
| Objects | 150 |
| Lines | 101 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 9 |
| Statics Time | 1.810 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Pipe | 703.8 | 170 | 299.7 | 128.2 | 301.1 | 234.63 |
| Box1_Line1 | 7.0 | 1 | 1.1 | -1.1 | 1.1 | 0.00 |
| Box1_Line2 | 6.0 | 1 | 0.9 | -0.9 | 0.9 | 0.00 |
| Box1_Line3 | 7.0 | 1 | 1.1 | -1.1 | 1.1 | 0.00 |
| Box1_Line4 | 6.0 | 1 | 0.9 | -0.9 | 0.9 | 0.00 |
| Box1_Line5 | 6.0 | 1 | 0.9 | -0.4 | 0.9 | 0.00 |
| Box1_Line6 | 6.0 | 1 | 0.5 | 0.7 | 0.7 | 0.00 |
| Box1_Line7 | 3.2 | 1 | 2.8 | -2.8 | 2.8 | 0.40 |
| Box1_Line8 | 3.2 | 1 | 2.4 | -0.1 | 2.4 | 0.40 |
| Box1_Line9 | 3.0 | 1 | 0.6 | -0.6 | 0.6 | 0.00 |
| Box1_Line10 | 3.0 | 1 | 0.6 | -0.4 | 0.6 | 0.00 |
| Box1_Line11 | 7.6 | 1 | 0.9 | -0.9 | 0.9 | 0.02 |
| Box1_Line12 | 6.7 | 1 | 0.8 | -0.5 | 0.8 | 1.41 |
| Box1_Line13 | 6.7 | 1 | 0.8 | 0.4 | 0.8 | 1.28 |
| Box1_Line14 | 7.0 | 1 | 1.1 | -1.1 | 1.1 | 0.00 |
| Box1_Line15 | 6.0 | 1 | 0.9 | -0.9 | 0.9 | 0.00 |
| Box1_Line16 | 7.0 | 1 | 1.1 | -1.1 | 1.1 | 0.00 |
| Box1_Line17 | 6.0 | 1 | 0.9 | -0.9 | 0.9 | 0.00 |
| Box1_Line18 | 6.0 | 1 | 0.9 | -0.4 | 0.9 | 0.00 |
| Box1_Line19 | 6.0 | 1 | 0.5 | 0.7 | 0.7 | 0.00 |
| Box1_Line20 | 3.2 | 1 | 2.8 | -2.8 | 2.8 | 0.40 |
| Box1_Line21 | 3.2 | 1 | 2.4 | -0.1 | 2.4 | 0.40 |
| Box1_Line22 | 3.0 | 1 | 0.6 | -0.6 | 0.6 | 0.00 |
| Box1_Line23 | 3.0 | 1 | 0.6 | -0.4 | 0.6 | 0.00 |
| Box1_Line24 | 7.6 | 1 | 4995.5 | 4993.8 | 4995.5 | 16.69 |
| Box1_Line25 | 6.7 | 1 | 0.8 | -0.5 | 0.8 | 1.41 |
| Box1_Line26 | 6.7 | 1 | 0.8 | 0.4 | 0.8 | 1.28 |
| Box1_Line27 | 5.0 | 1 | 0.0 | 0.0 | 0.0 | 3.45 |
| Box1_Line28 | 5.0 | 1 | 0.0 | 0.0 | 0.0 | 3.45 |
| Box1_Line29 | 5.0 | 1 | 1.0 | 1.0 | 1.0 | 3.45 |
| Box1_Line30 | 5.0 | 1 | 0.0 | 0.0 | 0.0 | 0.41 |
| Box1_Line31 | 5.0 | 1 | 0.0 | 0.0 | 0.0 | 0.41 |
| Box1_Line32 | 5.0 | 1 | 0.0 | 0.0 | 0.0 | 0.41 |
| Box1_Line33 | 5.0 | 1 | 0.1 | 0.1 | 0.1 | 0.41 |
| Box1_Line34_Hinge | 5.0 | 1 | 0.0 | 0.0 | 0.0 | 3.45 |
| Box2_Line36 | 6.0 | 1 | 1.3 | 1.8 | 1.8 | 0.00 |
| Box2_Line37 | 7.0 | 1 | 3.1 | 3.6 | 3.6 | 0.00 |
| Box2_Line38 | 6.0 | 1 | 2.0 | 2.4 | 2.4 | 0.00 |
| Box2_Line39 | 6.0 | 1 | 3.6 | 4.1 | 4.1 | 0.00 |
| Box2_Line40 | 6.0 | 1 | 5.3 | 5.8 | 5.8 | 0.00 |
| Box2_Line41 | 3.2 | 1 | 2.7 | 0.4 | 2.7 | 0.40 |
| Box2_Line42 | 3.2 | 1 | 5.1 | 5.6 | 5.6 | 0.40 |
| Box2_Line43 | 3.0 | 1 | 0.1 | 1.7 | 1.7 | 0.00 |
| Box2_Line44 | 3.0 | 1 | 1.0 | 2.5 | 2.5 | 0.00 |
| Box2_Line45 | 7.6 | 1 | 0.5 | 1.9 | 1.9 | 0.02 |
| Box2_Line46 | 6.7 | 1 | -0.0 | 2.7 | 2.7 | 1.41 |
| Box2_Line47 | 6.7 | 1 | 0.8 | 3.5 | 3.5 | 1.28 |
| Box2_Line48 | 7.0 | 1 | 2.1 | -0.5 | 2.1 | 0.00 |
| Box2_Line49 | 6.0 | 1 | 1.3 | 1.8 | 1.8 | 0.00 |
| Box2_Line50 | 7.0 | 1 | 3.1 | 3.6 | 3.6 | 0.00 |
| Box2_Line51 | 6.0 | 1 | 2.0 | 2.4 | 2.4 | 0.00 |
| Box2_Line52 | 6.0 | 1 | 3.6 | 4.1 | 4.1 | 0.00 |
| Box2_Line53 | 6.0 | 1 | 5.3 | 5.8 | 5.8 | 0.00 |
| Box2_Line54 | 3.2 | 1 | 2.7 | 0.4 | 2.7 | 0.40 |
| Box2_Line55 | 3.2 | 1 | 5.1 | 5.6 | 5.6 | 0.40 |
| Box2_Line56 | 3.0 | 1 | 0.1 | 1.7 | 1.7 | 0.00 |
| Box2_Line57 | 3.0 | 1 | 1.0 | 2.5 | 2.5 | 0.00 |
| Box2_Line58 | 7.6 | 1 | 0.5 | 1.9 | 1.9 | 0.02 |
| Box2_Line59 | 6.7 | 1 | -0.0 | 2.7 | 2.7 | 1.41 |
| Box2_Line60 | 6.7 | 1 | 0.8 | 3.5 | 3.5 | 1.28 |
| Box2_Line61 | 7.0 | 1 | 2.1 | -0.5 | 2.1 | 0.00 |
| Box2_Line62 | 5.0 | 1 | 1.3 | 1.3 | 1.3 | 3.45 |
| Box2_Line63 | 5.0 | 1 | 2.3 | 2.3 | 2.3 | 0.41 |
| Box2_Line64 | 5.0 | 1 | 6.4 | 6.4 | 6.4 | 3.45 |
| Box2_Line65 | 5.0 | 1 | 0.4 | 0.4 | 0.4 | 0.41 |
| Box2_Line66 | 5.0 | 1 | 1.2 | 1.2 | 1.2 | 0.41 |
| Box2_Line67 | 5.0 | 1 | 1.5 | 1.5 | 1.5 | 0.41 |
| Box2_Line68_Hinge | 5.0 | 1 | 4.3 | 4.3 | 4.3 | 3.45 |
| Box3_Line70 | 6.0 | 1 | 8.1 | 8.8 | 8.8 | 0.00 |
| Box3_Line71 | 7.0 | 1 | 10.7 | 11.5 | 11.5 | 0.00 |
| Box3_Line72 | 6.0 | 1 | 7.8 | 8.4 | 8.4 | 0.00 |
| Box3_Line73 | 6.0 | 1 | 10.2 | 10.9 | 10.9 | 0.00 |
| Box3_Line74 | 6.0 | 1 | 12.7 | 13.3 | 13.3 | 0.00 |
| Box3_Line75 | 3.2 | 1 | 5.3 | 5.9 | 5.9 | 0.40 |
| Box3_Line76 | 3.2 | 1 | 13.2 | 13.6 | 13.6 | 0.40 |
| Box3_Line77 | 3.0 | 1 | 3.3 | 4.8 | 4.8 | 0.00 |
| Box3_Line78 | 3.0 | 1 | 4.5 | 6.0 | 6.0 | 0.00 |
| Box3_Line79 | 7.6 | 1 | 1.7 | 5.0 | 5.0 | 0.02 |
| Box3_Line80 | 6.7 | 1 | 3.1 | 6.2 | 6.2 | 1.41 |
| Box3_Line81 | 6.7 | 1 | 4.3 | 7.4 | 7.4 | 1.28 |
| Box3_Line82 | 7.0 | 1 | 5.4 | 6.2 | 6.2 | 0.00 |
| Box3_Line83 | 6.0 | 1 | 8.1 | 8.8 | 8.8 | 0.00 |
| Box3_Line84 | 7.0 | 1 | 10.7 | 11.5 | 11.5 | 0.00 |
| Box3_Line85 | 6.0 | 1 | 7.8 | 8.4 | 8.4 | 0.00 |
| Box3_Line86 | 6.0 | 1 | 10.2 | 10.9 | 10.9 | 0.00 |
| Box3_Line87 | 6.0 | 1 | 12.7 | 13.3 | 13.3 | 0.00 |
| Box3_Line88 | 3.2 | 1 | 5.3 | 5.9 | 5.9 | 0.40 |
| Box3_Line89 | 3.2 | 1 | 13.2 | 13.6 | 13.6 | 0.40 |
| Box3_Line90 | 3.0 | 1 | 3.3 | 4.8 | 4.8 | 0.00 |
| Box3_Line91 | 3.0 | 1 | 4.5 | 6.0 | 6.0 | 0.00 |
| Box3_Line92 | 7.6 | 1 | 1.7 | 5.0 | 5.0 | 0.02 |
| Box3_Line93 | 6.7 | 1 | 3.1 | 6.2 | 6.2 | 1.41 |
| Box3_Line94 | 6.7 | 1 | 4.3 | 7.4 | 7.4 | 1.28 |
| Box3_Line95 | 7.0 | 1 | 5.4 | 6.2 | 6.2 | 0.00 |
| Box3_Line96 | 5.0 | 1 | 6.9 | 6.9 | 6.9 | 3.45 |
| Box3_Line97 | 5.0 | 1 | 12.5 | 12.5 | 12.5 | 3.45 |
| Box3_Line98 | 5.0 | 1 | 14.2 | 14.2 | 14.2 | 3.45 |
| Box3_Line99 | 5.0 | 1 | 3.5 | 3.5 | 3.5 | 0.41 |
| Box3_Line100 | 5.0 | 1 | 4.7 | 4.7 | 4.7 | 0.41 |
| Box3_Line101 | 5.0 | 1 | 4.6 | 4.6 | 4.6 | 0.41 |
| Box3_Line102 | 5.0 | 1 | 5.8 | 5.8 | 5.8 | 0.41 |
Input Files
spec.yml (487.8 KB)
metadata:
name: e04_articulated_stinger
description: Extracted from E04 Articulated stinger.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: JONSWAP
height: 1.5
period: 8.0
direction: 180.0
phase: 0
gamma: 3.3
current:
speed: 0.5
direction: 180.0
profile:
- - 0.0
- 1.0
- - 80.0
- 0.7
- - 100.0
- 0.2
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180
WaveOrigin:
- 0
- 0
WaveTimeOrigin: -100
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 1.5
WaveTz: 8
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0.5
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 80
- 0.7
- 0
- - 100
- 0.2
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: None
WholeSystemStaticsEnabled: true
StaticsMinDamping: 3
StaticsMaxDamping: 30
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
DefaultViewMode: Wire frame
DefaultViewSize: 63.50145533894011
DefaultViewCentre:
- -32.31740647032274
- 0
- -0.06058235531055403
DefaultViewAzimuth: 270
DefaultViewElevation: 0
line_types:
- name: 250mm OD x 15mm WT Steel Pipe
properties:
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
category: Homogeneous pipe
outer_diameter: 0.25
inner_diameter: 0.22
- name: Stinger main frame
properties:
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- White
category: Homogeneous pipe
outer_diameter: 0.5
inner_diameter: 0.47
- name: Stinger cross braces
properties:
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
... truncated (18497 total lines)spec.yml — 18497 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 8
- 300
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.9 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
WaveFrequencySpectrumDiscretisationMethod: Equal energy
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
SeabedSlope: 0.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: -100
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 1.5
WaveTz: 8.0
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
RefCurrentSpeed: 0.5
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 80.0
- 0.7
- 0
- - 100.0
- 0.2
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 71 lines
includes/20_generic_objects.yml (409.5 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: None
WholeSystemStaticsEnabled: true
StaticsMinDamping: 3
StaticsMaxDamping: 30
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Constraintrotationalstiffness:
- IndependentValue, DependentValue:
- - -5.01
- -10e6
- - -5
- -1
- - 0
- 0
- - 5
- 1
- - 5.01
- 10e6
Hysteretic: false
Name: Roller Box Rotation Stops
- IndependentValue, DependentValue:
- - -10.01
- -10e6
- - -10
- -1
- - 0
- 0
- - 10
- 1
- - 10.01
- 10e6
Hysteretic: false
Name: Stinger Rotation Stops
LineTypes:
- Name: 250mm OD x 15mm WT Steel Pipe
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
OD: 0.25
ID: 0.22
- Name: Stinger main frame
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- White
OD: 0.5
ID: 0.47
- Name: Stinger cross braces
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Gray
OD: 0.35
ID: 0.34
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
- 0
- 0
- 1.2217849273
- -92.1181251233
- 0
- 0
- - 8
- 0.151863758455
- 105.846641962
- 0
- 0
- 0.0349078898582
- 36.361085396
- 0
- 0
- 1.5998725264
- -90.2002931504
- 0
- 0
- - 8.5
- 0.254301181076
- 102.485459414
... truncated (18122 total lines)20_generic_objects.yml — 18122 lines
Semantic Validation (Pre-Statics)
8 of 11 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 384 | 0 | 0 | 0 | MATCH |
| Constraints | 153 | 0 | 0 | 0 | MATCH |
| Environment | 43 | 0 | 1 | 0 | MISSING |
| General | 24 | 0 | 5 | 0 | COSMETIC |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 71 | 0 | 0 | 0 | MATCH |
| Lines | 2928 | 0 | 1 | 0 | COSMETIC |
| SupportTypes | 7 | 0 | 0 | 0 | MATCH |
| VariableData | 6 | 0 | 0 | 0 | MATCH |
| VesselTypes | 24 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Pipe | End A Tension | 299.74 | 299.74 | 0.00% | 299.74 | 0.00% | 0.00% | OK |
| End B Tension | 128.17 | 128.17 | 0.00% | 128.17 | 0.00% | 0.00% | OK |
| Max Tension | 301.08 | 301.08 | 0.00% | 301.08 | 0.00% | 0.00% | OK |
| Max Bending | 234.63 | 234.63 | 0.00% | 234.63 | 0.00% | 0.00% | OK |
| Box1_Line1 | End A Tension | 1.07 | 1.07 | 0.00% | 1.07 | 0.00% | 0.00% | OK |
| End B Tension | -1.07 | -1.07 | 0.00% | -1.07 | 0.00% | 0.00% | OK |
| Max Tension | 1.07 | 1.07 | 0.00% | 1.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line2 | End A Tension | 0.92 | 0.92 | 0.00% | 0.92 | 0.00% | 0.00% | OK |
| End B Tension | -0.92 | -0.92 | 0.00% | -0.92 | 0.00% | 0.00% | OK |
| Max Tension | 0.92 | 0.92 | 0.00% | 0.92 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line3 | End A Tension | 1.07 | 1.07 | 0.00% | 1.07 | 0.00% | 0.00% | OK |
| End B Tension | -1.07 | -1.07 | 0.00% | -1.07 | 0.00% | 0.00% | OK |
| Max Tension | 1.07 | 1.07 | 0.00% | 1.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line4 | End A Tension | 0.92 | 0.92 | 0.00% | 0.92 | 0.00% | 0.00% | OK |
| End B Tension | -0.92 | -0.92 | 0.00% | -0.92 | 0.00% | 0.00% | OK |
| Max Tension | 0.92 | 0.92 | 0.00% | 0.92 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line5 | End A Tension | 0.92 | 0.92 | 0.00% | 0.92 | 0.00% | 0.00% | OK |
| End B Tension | -0.45 | -0.45 | 0.00% | -0.45 | 0.00% | 0.00% | OK |
| Max Tension | 0.92 | 0.92 | 0.00% | 0.92 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line6 | End A Tension | 0.53 | 0.53 | 0.00% | 0.53 | 0.00% | 0.00% | OK |
| End B Tension | 0.71 | 0.71 | 0.00% | 0.71 | 0.00% | 0.00% | OK |
| Max Tension | 0.71 | 0.71 | 0.00% | 0.71 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line7 | End A Tension | 2.75 | 2.75 | 0.00% | 2.75 | 0.00% | 0.00% | OK |
| End B Tension | -2.75 | -2.75 | 0.00% | -2.75 | 0.00% | 0.00% | OK |
| Max Tension | 2.75 | 2.75 | 0.00% | 2.75 | 0.00% | 0.00% | OK |
| Max Bending | 0.40 | 0.40 | 0.00% | 0.40 | 0.00% | 0.00% | OK |
| Box1_Line8 | End A Tension | 2.45 | 2.45 | 0.00% | 2.45 | 0.00% | 0.00% | OK |
| End B Tension | -0.12 | -0.12 | 0.00% | -0.12 | 0.00% | 0.00% | OK |
| Max Tension | 2.45 | 2.45 | 0.00% | 2.45 | 0.00% | 0.00% | OK |
| Max Bending | 0.40 | 0.40 | 0.00% | 0.40 | 0.00% | 0.00% | OK |
| Box1_Line9 | End A Tension | 0.62 | 0.62 | 0.00% | 0.62 | 0.00% | 0.00% | OK |
| End B Tension | -0.62 | -0.62 | 0.00% | -0.62 | 0.00% | 0.00% | OK |
| Max Tension | 0.62 | 0.62 | 0.00% | 0.62 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line10 | End A Tension | 0.62 | 0.62 | 0.00% | 0.62 | 0.00% | 0.00% | OK |
| End B Tension | -0.38 | -0.38 | 0.00% | -0.38 | 0.00% | 0.00% | OK |
| Max Tension | 0.62 | 0.62 | 0.00% | 0.62 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line11 | End A Tension | 0.87 | 0.87 | 0.00% | 0.87 | 0.00% | 0.00% | OK |
| End B Tension | -0.87 | -0.87 | 0.00% | -0.87 | 0.00% | 0.00% | OK |
| Max Tension | 0.87 | 0.87 | 0.00% | 0.87 | 0.00% | 0.00% | OK |
| Max Bending | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Box1_Line12 | End A Tension | 0.83 | 0.83 | 0.00% | 0.83 | 0.00% | 0.00% | OK |
| End B Tension | -0.53 | -0.53 | 0.00% | -0.53 | 0.00% | 0.00% | OK |
| Max Tension | 0.83 | 0.83 | 0.00% | 0.83 | 0.00% | 0.00% | OK |
| Max Bending | 1.41 | 1.41 | 0.00% | 1.41 | 0.00% | 0.00% | OK |
| Box1_Line13 | End A Tension | 0.83 | 0.83 | 0.00% | 0.83 | 0.00% | 0.00% | OK |
| End B Tension | 0.35 | 0.35 | 0.00% | 0.35 | 0.00% | 0.00% | OK |
| Max Tension | 0.83 | 0.83 | 0.00% | 0.83 | 0.00% | 0.00% | OK |
| Max Bending | 1.28 | 1.28 | 0.00% | 1.28 | 0.00% | 0.00% | OK |
| Box1_Line14 | End A Tension | 1.07 | 1.07 | 0.00% | 1.07 | 0.00% | 0.00% | OK |
| End B Tension | -1.07 | -1.07 | 0.00% | -1.07 | 0.00% | 0.00% | OK |
| Max Tension | 1.07 | 1.07 | 0.00% | 1.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line15 | End A Tension | 0.92 | 0.92 | 0.00% | 0.92 | 0.00% | 0.00% | OK |
| End B Tension | -0.92 | -0.92 | 0.00% | -0.92 | 0.00% | 0.00% | OK |
| Max Tension | 0.92 | 0.92 | 0.00% | 0.92 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line16 | End A Tension | 1.07 | 1.07 | 0.00% | 1.07 | 0.00% | 0.00% | OK |
| End B Tension | -1.07 | -1.07 | 0.00% | -1.07 | 0.00% | 0.00% | OK |
| Max Tension | 1.07 | 1.07 | 0.00% | 1.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line17 | End A Tension | 0.92 | 0.92 | 0.00% | 0.92 | 0.00% | 0.00% | OK |
| End B Tension | -0.92 | -0.92 | 0.00% | -0.92 | 0.00% | 0.00% | OK |
| Max Tension | 0.92 | 0.92 | 0.00% | 0.92 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line18 | End A Tension | 0.92 | 0.92 | 0.00% | 0.92 | 0.00% | 0.00% | OK |
| End B Tension | -0.45 | -0.45 | 0.00% | -0.45 | 0.00% | 0.00% | OK |
| Max Tension | 0.92 | 0.92 | 0.00% | 0.92 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line19 | End A Tension | 0.53 | 0.53 | 0.00% | 0.53 | 0.00% | 0.00% | OK |
| End B Tension | 0.71 | 0.71 | 0.00% | 0.71 | 0.00% | 0.00% | OK |
| Max Tension | 0.71 | 0.71 | 0.00% | 0.71 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line20 | End A Tension | 2.75 | 2.75 | 0.00% | 2.75 | 0.00% | 0.00% | OK |
| End B Tension | -2.75 | -2.75 | 0.00% | -2.75 | 0.00% | 0.00% | OK |
| Max Tension | 2.75 | 2.75 | 0.00% | 2.75 | 0.00% | 0.00% | OK |
| Max Bending | 0.40 | 0.40 | 0.00% | 0.40 | 0.00% | 0.00% | OK |
| Box1_Line21 | End A Tension | 2.45 | 2.45 | 0.00% | 2.45 | 0.00% | 0.00% | OK |
| End B Tension | -0.12 | -0.12 | 0.00% | -0.12 | 0.00% | 0.00% | OK |
| Max Tension | 2.45 | 2.45 | 0.00% | 2.45 | 0.00% | 0.00% | OK |
| Max Bending | 0.40 | 0.40 | 0.00% | 0.40 | 0.00% | 0.00% | OK |
| Box1_Line22 | End A Tension | 0.62 | 0.62 | 0.00% | 0.62 | 0.00% | 0.00% | OK |
| End B Tension | -0.62 | -0.62 | 0.00% | -0.62 | 0.00% | 0.00% | OK |
| Max Tension | 0.62 | 0.62 | 0.00% | 0.62 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line23 | End A Tension | 0.62 | 0.62 | 0.00% | 0.62 | 0.00% | 0.00% | OK |
| End B Tension | -0.38 | -0.38 | 0.00% | -0.38 | 0.00% | 0.00% | OK |
| Max Tension | 0.62 | 0.62 | 0.00% | 0.62 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box1_Line24 | End A Tension | 4995.51 | 4995.51 | 0.00% | 4995.51 | 0.00% | 0.00% | OK |
| End B Tension | 4993.77 | 4993.77 | 0.00% | 4993.77 | 0.00% | 0.00% | OK |
| Max Tension | 4995.51 | 4995.51 | 0.00% | 4995.51 | 0.00% | 0.00% | OK |
| Max Bending | 16.69 | 16.69 | 0.00% | 16.69 | 0.00% | 0.00% | OK |
| Box1_Line25 | End A Tension | 0.83 | 0.83 | 0.00% | 0.83 | 0.00% | 0.00% | OK |
| End B Tension | -0.53 | -0.53 | 0.00% | -0.53 | 0.00% | 0.00% | OK |
| Max Tension | 0.83 | 0.83 | 0.00% | 0.83 | 0.00% | 0.00% | OK |
| Max Bending | 1.41 | 1.41 | 0.00% | 1.41 | 0.00% | 0.00% | OK |
| Box1_Line26 | End A Tension | 0.83 | 0.83 | 0.00% | 0.83 | 0.00% | 0.00% | OK |
| End B Tension | 0.35 | 0.35 | 0.00% | 0.35 | 0.00% | 0.00% | OK |
| Max Tension | 0.83 | 0.83 | 0.00% | 0.83 | 0.00% | 0.00% | OK |
| Max Bending | 1.28 | 1.28 | 0.00% | 1.28 | 0.00% | 0.00% | OK |
| Box1_Line27 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 3.45 | 3.45 | 0.00% | 3.45 | 0.00% | 0.00% | OK |
| Box1_Line28 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 3.45 | 3.45 | 0.00% | 3.45 | 0.00% | 0.00% | OK |
| Box1_Line29 | End A Tension | 1.03 | 1.03 | 0.00% | 1.03 | 0.00% | 0.00% | OK |
| End B Tension | 1.03 | 1.03 | 0.00% | 1.03 | 0.00% | 0.00% | OK |
| Max Tension | 1.03 | 1.03 | 0.00% | 1.03 | 0.00% | 0.00% | OK |
| Max Bending | 3.45 | 3.45 | 0.00% | 3.45 | 0.00% | 0.00% | OK |
| Box1_Line30 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.41 | 0.41 | 0.00% | 0.41 | 0.00% | 0.00% | OK |
| Box1_Line31 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.41 | 0.41 | 0.00% | 0.41 | 0.00% | 0.00% | OK |
| Box1_Line32 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.41 | 0.41 | 0.00% | 0.41 | 0.00% | 0.00% | OK |
| Box1_Line33 | End A Tension | 0.09 | 0.09 | 0.00% | 0.09 | 0.00% | 0.00% | OK |
| End B Tension | 0.09 | 0.09 | 0.00% | 0.09 | 0.00% | 0.00% | OK |
| Max Tension | 0.09 | 0.09 | 0.00% | 0.09 | 0.00% | 0.00% | OK |
| Max Bending | 0.41 | 0.41 | 0.00% | 0.41 | 0.00% | 0.00% | OK |
| Box1_Line34_Hinge | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 3.45 | 3.45 | 0.00% | 3.45 | 0.00% | 0.00% | OK |
| Box2_Line36 | End A Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| End B Tension | 1.77 | 1.77 | 0.00% | 1.77 | 0.00% | 0.00% | OK |
| Max Tension | 1.77 | 1.77 | 0.00% | 1.77 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line37 | End A Tension | 3.12 | 3.12 | 0.00% | 3.12 | 0.00% | 0.00% | OK |
| End B Tension | 3.62 | 3.62 | 0.00% | 3.62 | 0.00% | 0.00% | OK |
| Max Tension | 3.62 | 3.62 | 0.00% | 3.62 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line38 | End A Tension | 1.97 | 1.97 | 0.00% | 1.97 | 0.00% | 0.00% | OK |
| End B Tension | 2.40 | 2.40 | 0.00% | 2.40 | 0.00% | 0.00% | OK |
| Max Tension | 2.40 | 2.40 | 0.00% | 2.40 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line39 | End A Tension | 3.64 | 3.64 | 0.00% | 3.64 | 0.00% | 0.00% | OK |
| End B Tension | 4.07 | 4.07 | 0.00% | 4.07 | 0.00% | 0.00% | OK |
| Max Tension | 4.07 | 4.07 | 0.00% | 4.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line40 | End A Tension | 5.32 | 5.32 | 0.00% | 5.32 | 0.00% | 0.00% | OK |
| End B Tension | 5.75 | 5.75 | 0.00% | 5.75 | 0.00% | 0.00% | OK |
| Max Tension | 5.75 | 5.75 | 0.00% | 5.75 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line41 | End A Tension | 2.70 | 2.70 | 0.00% | 2.70 | 0.00% | 0.00% | OK |
| End B Tension | 0.39 | 0.39 | 0.00% | 0.39 | 0.00% | 0.00% | OK |
| Max Tension | 2.70 | 2.70 | 0.00% | 2.70 | 0.00% | 0.00% | OK |
| Max Bending | 0.40 | 0.40 | 0.00% | 0.40 | 0.00% | 0.00% | OK |
| Box2_Line42 | End A Tension | 5.09 | 5.09 | 0.00% | 5.09 | 0.00% | 0.00% | OK |
| End B Tension | 5.63 | 5.63 | 0.00% | 5.63 | 0.00% | 0.00% | OK |
| Max Tension | 5.63 | 5.63 | 0.00% | 5.63 | 0.00% | 0.00% | OK |
| Max Bending | 0.40 | 0.40 | 0.00% | 0.40 | 0.00% | 0.00% | OK |
| Box2_Line43 | End A Tension | 0.14 | 0.14 | 0.00% | 0.14 | 0.00% | 0.00% | OK |
| End B Tension | 1.69 | 1.69 | 0.00% | 1.69 | 0.00% | 0.00% | OK |
| Max Tension | 1.69 | 1.69 | 0.00% | 1.69 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line44 | End A Tension | 0.96 | 0.96 | 0.00% | 0.96 | 0.00% | 0.00% | OK |
| End B Tension | 2.51 | 2.51 | 0.00% | 2.51 | 0.00% | 0.00% | OK |
| Max Tension | 2.51 | 2.51 | 0.00% | 2.51 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line45 | End A Tension | 0.45 | 0.45 | 0.00% | 0.45 | 0.00% | 0.00% | OK |
| End B Tension | 1.87 | 1.87 | 0.00% | 1.87 | 0.00% | 0.00% | OK |
| Max Tension | 1.87 | 1.87 | 0.00% | 1.87 | 0.00% | 0.00% | OK |
| Max Bending | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Box2_Line46 | End A Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| End B Tension | 2.66 | 2.66 | 0.00% | 2.66 | 0.00% | 0.00% | OK |
| Max Tension | 2.66 | 2.66 | 0.00% | 2.66 | 0.00% | 0.00% | OK |
| Max Bending | 1.41 | 1.41 | 0.00% | 1.41 | 0.00% | 0.00% | OK |
| Box2_Line47 | End A Tension | 0.81 | 0.81 | 0.00% | 0.81 | 0.00% | 0.00% | OK |
| End B Tension | 3.48 | 3.48 | 0.00% | 3.48 | 0.00% | 0.00% | OK |
| Max Tension | 3.48 | 3.48 | 0.00% | 3.48 | 0.00% | 0.00% | OK |
| Max Bending | 1.28 | 1.28 | 0.00% | 1.28 | 0.00% | 0.00% | OK |
| Box2_Line48 | End A Tension | 2.11 | 2.11 | 0.00% | 2.11 | 0.00% | 0.00% | OK |
| End B Tension | -0.53 | -0.53 | 0.00% | -0.53 | 0.00% | 0.00% | OK |
| Max Tension | 2.11 | 2.11 | 0.00% | 2.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line49 | End A Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| End B Tension | 1.77 | 1.77 | 0.00% | 1.77 | 0.00% | 0.00% | OK |
| Max Tension | 1.77 | 1.77 | 0.00% | 1.77 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line50 | End A Tension | 3.12 | 3.12 | 0.00% | 3.12 | 0.00% | 0.00% | OK |
| End B Tension | 3.62 | 3.62 | 0.00% | 3.62 | 0.00% | 0.00% | OK |
| Max Tension | 3.62 | 3.62 | 0.00% | 3.62 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line51 | End A Tension | 1.97 | 1.97 | 0.00% | 1.97 | 0.00% | 0.00% | OK |
| End B Tension | 2.40 | 2.40 | 0.00% | 2.40 | 0.00% | 0.00% | OK |
| Max Tension | 2.40 | 2.40 | 0.00% | 2.40 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line52 | End A Tension | 3.64 | 3.64 | 0.00% | 3.64 | 0.00% | 0.00% | OK |
| End B Tension | 4.07 | 4.07 | 0.00% | 4.07 | 0.00% | 0.00% | OK |
| Max Tension | 4.07 | 4.07 | 0.00% | 4.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line53 | End A Tension | 5.32 | 5.32 | 0.00% | 5.32 | 0.00% | 0.00% | OK |
| End B Tension | 5.75 | 5.75 | 0.00% | 5.75 | 0.00% | 0.00% | OK |
| Max Tension | 5.75 | 5.75 | 0.00% | 5.75 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line54 | End A Tension | 2.70 | 2.70 | 0.00% | 2.70 | 0.00% | 0.00% | OK |
| End B Tension | 0.39 | 0.39 | 0.00% | 0.39 | 0.00% | 0.00% | OK |
| Max Tension | 2.70 | 2.70 | 0.00% | 2.70 | 0.00% | 0.00% | OK |
| Max Bending | 0.40 | 0.40 | 0.00% | 0.40 | 0.00% | 0.00% | OK |
| Box2_Line55 | End A Tension | 5.09 | 5.09 | 0.00% | 5.09 | 0.00% | 0.00% | OK |
| End B Tension | 5.63 | 5.63 | 0.00% | 5.63 | 0.00% | 0.00% | OK |
| Max Tension | 5.63 | 5.63 | 0.00% | 5.63 | 0.00% | 0.00% | OK |
| Max Bending | 0.40 | 0.40 | 0.00% | 0.40 | 0.00% | 0.00% | OK |
| Box2_Line56 | End A Tension | 0.14 | 0.14 | 0.00% | 0.14 | 0.00% | 0.00% | OK |
| End B Tension | 1.69 | 1.69 | 0.00% | 1.69 | 0.00% | 0.00% | OK |
| Max Tension | 1.69 | 1.69 | 0.00% | 1.69 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line57 | End A Tension | 0.96 | 0.96 | 0.00% | 0.96 | 0.00% | 0.00% | OK |
| End B Tension | 2.51 | 2.51 | 0.00% | 2.51 | 0.00% | 0.00% | OK |
| Max Tension | 2.51 | 2.51 | 0.00% | 2.51 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line58 | End A Tension | 0.45 | 0.45 | 0.00% | 0.45 | 0.00% | 0.00% | OK |
| End B Tension | 1.87 | 1.87 | 0.00% | 1.87 | 0.00% | 0.00% | OK |
| Max Tension | 1.87 | 1.87 | 0.00% | 1.87 | 0.00% | 0.00% | OK |
| Max Bending | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Box2_Line59 | End A Tension | -0.01 | -0.01 | 0.00% | -0.01 | 0.00% | 0.00% | OK |
| End B Tension | 2.66 | 2.66 | 0.00% | 2.66 | 0.00% | 0.00% | OK |
| Max Tension | 2.66 | 2.66 | 0.00% | 2.66 | 0.00% | 0.00% | OK |
| Max Bending | 1.41 | 1.41 | 0.00% | 1.41 | 0.00% | 0.00% | OK |
| Box2_Line60 | End A Tension | 0.81 | 0.81 | 0.00% | 0.81 | 0.00% | 0.00% | OK |
| End B Tension | 3.48 | 3.48 | 0.00% | 3.48 | 0.00% | 0.00% | OK |
| Max Tension | 3.48 | 3.48 | 0.00% | 3.48 | 0.00% | 0.00% | OK |
| Max Bending | 1.28 | 1.28 | 0.00% | 1.28 | 0.00% | 0.00% | OK |
| Box2_Line61 | End A Tension | 2.11 | 2.11 | 0.00% | 2.11 | 0.00% | 0.00% | OK |
| End B Tension | -0.53 | -0.53 | 0.00% | -0.53 | 0.00% | 0.00% | OK |
| Max Tension | 2.11 | 2.11 | 0.00% | 2.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box2_Line62 | End A Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| End B Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| Max Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| Max Bending | 3.45 | 3.45 | 0.00% | 3.45 | 0.00% | 0.00% | OK |
| Box2_Line63 | End A Tension | 2.30 | 2.30 | 0.00% | 2.30 | 0.00% | 0.00% | OK |
| End B Tension | 2.30 | 2.30 | 0.00% | 2.30 | 0.00% | 0.00% | OK |
| Max Tension | 2.30 | 2.30 | 0.00% | 2.30 | 0.00% | 0.00% | OK |
| Max Bending | 0.41 | 0.41 | 0.00% | 0.41 | 0.00% | 0.00% | OK |
| Box2_Line64 | End A Tension | 6.37 | 6.37 | 0.00% | 6.37 | 0.00% | 0.00% | OK |
| End B Tension | 6.37 | 6.37 | 0.00% | 6.37 | 0.00% | 0.00% | OK |
| Max Tension | 6.37 | 6.37 | 0.00% | 6.37 | 0.00% | 0.00% | OK |
| Max Bending | 3.45 | 3.45 | 0.00% | 3.45 | 0.00% | 0.00% | OK |
| Box2_Line65 | End A Tension | 0.35 | 0.35 | 0.00% | 0.35 | 0.00% | 0.00% | OK |
| End B Tension | 0.35 | 0.35 | 0.00% | 0.35 | 0.00% | 0.00% | OK |
| Max Tension | 0.35 | 0.35 | 0.00% | 0.35 | 0.00% | 0.00% | OK |
| Max Bending | 0.41 | 0.41 | 0.00% | 0.41 | 0.00% | 0.00% | OK |
| Box2_Line66 | End A Tension | 1.17 | 1.17 | 0.00% | 1.17 | 0.00% | 0.00% | OK |
| End B Tension | 1.17 | 1.17 | 0.00% | 1.17 | 0.00% | 0.00% | OK |
| Max Tension | 1.17 | 1.17 | 0.00% | 1.17 | 0.00% | 0.00% | OK |
| Max Bending | 0.41 | 0.41 | 0.00% | 0.41 | 0.00% | 0.00% | OK |
| Box2_Line67 | End A Tension | 1.48 | 1.48 | 0.00% | 1.48 | 0.00% | 0.00% | OK |
| End B Tension | 1.48 | 1.48 | 0.00% | 1.48 | 0.00% | 0.00% | OK |
| Max Tension | 1.48 | 1.48 | 0.00% | 1.48 | 0.00% | 0.00% | OK |
| Max Bending | 0.41 | 0.41 | 0.00% | 0.41 | 0.00% | 0.00% | OK |
| Box2_Line68_Hinge | End A Tension | 4.35 | 4.35 | 0.00% | 4.35 | 0.00% | 0.00% | OK |
| End B Tension | 4.35 | 4.35 | 0.00% | 4.35 | 0.00% | 0.00% | OK |
| Max Tension | 4.35 | 4.35 | 0.00% | 4.35 | 0.00% | 0.00% | OK |
| Max Bending | 3.45 | 3.45 | 0.00% | 3.45 | 0.00% | 0.00% | OK |
| Box3_Line70 | End A Tension | 8.12 | 8.12 | 0.00% | 8.12 | 0.00% | 0.00% | OK |
| End B Tension | 8.75 | 8.75 | 0.00% | 8.75 | 0.00% | 0.00% | OK |
| Max Tension | 8.75 | 8.75 | 0.00% | 8.75 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line71 | End A Tension | 10.72 | 10.72 | 0.00% | 10.72 | 0.00% | 0.00% | OK |
| End B Tension | 11.46 | 11.46 | 0.00% | 11.46 | 0.00% | 0.00% | OK |
| Max Tension | 11.46 | 11.46 | 0.00% | 11.46 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line72 | End A Tension | 7.79 | 7.79 | 0.00% | 7.79 | 0.00% | 0.00% | OK |
| End B Tension | 8.42 | 8.42 | 0.00% | 8.42 | 0.00% | 0.00% | OK |
| Max Tension | 8.42 | 8.42 | 0.00% | 8.42 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line73 | End A Tension | 10.24 | 10.24 | 0.00% | 10.24 | 0.00% | 0.00% | OK |
| End B Tension | 10.88 | 10.88 | 0.00% | 10.88 | 0.00% | 0.00% | OK |
| Max Tension | 10.88 | 10.88 | 0.00% | 10.88 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line74 | End A Tension | 12.69 | 12.69 | 0.00% | 12.69 | 0.00% | 0.00% | OK |
| End B Tension | 13.33 | 13.33 | 0.00% | 13.33 | 0.00% | 0.00% | OK |
| Max Tension | 13.33 | 13.33 | 0.00% | 13.33 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line75 | End A Tension | 5.28 | 5.28 | 0.00% | 5.28 | 0.00% | 0.00% | OK |
| End B Tension | 5.95 | 5.95 | 0.00% | 5.95 | 0.00% | 0.00% | OK |
| Max Tension | 5.95 | 5.95 | 0.00% | 5.95 | 0.00% | 0.00% | OK |
| Max Bending | 0.40 | 0.40 | 0.00% | 0.40 | 0.00% | 0.00% | OK |
| Box3_Line76 | End A Tension | 13.15 | 13.15 | 0.00% | 13.15 | 0.00% | 0.00% | OK |
| End B Tension | 13.60 | 13.60 | 0.00% | 13.60 | 0.00% | 0.00% | OK |
| Max Tension | 13.60 | 13.60 | 0.00% | 13.60 | 0.00% | 0.00% | OK |
| Max Bending | 0.40 | 0.40 | 0.00% | 0.40 | 0.00% | 0.00% | OK |
| Box3_Line77 | End A Tension | 3.34 | 3.34 | 0.00% | 3.34 | 0.00% | 0.00% | OK |
| End B Tension | 4.77 | 4.77 | 0.00% | 4.77 | 0.00% | 0.00% | OK |
| Max Tension | 4.77 | 4.77 | 0.00% | 4.77 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line78 | End A Tension | 4.54 | 4.54 | 0.00% | 4.54 | 0.00% | 0.00% | OK |
| End B Tension | 5.97 | 5.97 | 0.00% | 5.97 | 0.00% | 0.00% | OK |
| Max Tension | 5.97 | 5.97 | 0.00% | 5.97 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line79 | End A Tension | 1.68 | 1.68 | 0.00% | 1.68 | 0.00% | 0.00% | OK |
| End B Tension | 5.03 | 5.03 | 0.00% | 5.03 | 0.00% | 0.00% | OK |
| Max Tension | 5.03 | 5.03 | 0.00% | 5.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Box3_Line80 | End A Tension | 3.12 | 3.12 | 0.00% | 3.12 | 0.00% | 0.00% | OK |
| End B Tension | 6.19 | 6.19 | 0.00% | 6.19 | 0.00% | 0.00% | OK |
| Max Tension | 6.19 | 6.19 | 0.00% | 6.19 | 0.00% | 0.00% | OK |
| Max Bending | 1.41 | 1.41 | 0.00% | 1.41 | 0.00% | 0.00% | OK |
| Box3_Line81 | End A Tension | 4.32 | 4.32 | 0.00% | 4.32 | 0.00% | 0.00% | OK |
| End B Tension | 7.39 | 7.39 | 0.00% | 7.39 | 0.00% | 0.00% | OK |
| Max Tension | 7.39 | 7.39 | 0.00% | 7.39 | 0.00% | 0.00% | OK |
| Max Bending | 1.28 | 1.28 | 0.00% | 1.28 | 0.00% | 0.00% | OK |
| Box3_Line82 | End A Tension | 5.41 | 5.41 | 0.00% | 5.41 | 0.00% | 0.00% | OK |
| End B Tension | 6.15 | 6.15 | 0.00% | 6.15 | 0.00% | 0.00% | OK |
| Max Tension | 6.15 | 6.15 | 0.00% | 6.15 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line83 | End A Tension | 8.12 | 8.12 | 0.00% | 8.12 | 0.00% | 0.00% | OK |
| End B Tension | 8.75 | 8.75 | 0.00% | 8.75 | 0.00% | 0.00% | OK |
| Max Tension | 8.75 | 8.75 | 0.00% | 8.75 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line84 | End A Tension | 10.72 | 10.72 | 0.00% | 10.72 | 0.00% | 0.00% | OK |
| End B Tension | 11.46 | 11.46 | 0.00% | 11.46 | 0.00% | 0.00% | OK |
| Max Tension | 11.46 | 11.46 | 0.00% | 11.46 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line85 | End A Tension | 7.79 | 7.79 | 0.00% | 7.79 | 0.00% | 0.00% | OK |
| End B Tension | 8.42 | 8.42 | 0.00% | 8.42 | 0.00% | 0.00% | OK |
| Max Tension | 8.42 | 8.42 | 0.00% | 8.42 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line86 | End A Tension | 10.24 | 10.24 | 0.00% | 10.24 | 0.00% | 0.00% | OK |
| End B Tension | 10.88 | 10.88 | 0.00% | 10.88 | 0.00% | 0.00% | OK |
| Max Tension | 10.88 | 10.88 | 0.00% | 10.88 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line87 | End A Tension | 12.69 | 12.69 | 0.00% | 12.69 | 0.00% | 0.00% | OK |
| End B Tension | 13.33 | 13.33 | 0.00% | 13.33 | 0.00% | 0.00% | OK |
| Max Tension | 13.33 | 13.33 | 0.00% | 13.33 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line88 | End A Tension | 5.28 | 5.28 | 0.00% | 5.28 | 0.00% | 0.00% | OK |
| End B Tension | 5.95 | 5.95 | 0.00% | 5.95 | 0.00% | 0.00% | OK |
| Max Tension | 5.95 | 5.95 | 0.00% | 5.95 | 0.00% | 0.00% | OK |
| Max Bending | 0.40 | 0.40 | 0.00% | 0.40 | 0.00% | 0.00% | OK |
| Box3_Line89 | End A Tension | 13.15 | 13.15 | 0.00% | 13.15 | 0.00% | 0.00% | OK |
| End B Tension | 13.60 | 13.60 | 0.00% | 13.60 | 0.00% | 0.00% | OK |
| Max Tension | 13.60 | 13.60 | 0.00% | 13.60 | 0.00% | 0.00% | OK |
| Max Bending | 0.40 | 0.40 | 0.00% | 0.40 | 0.00% | 0.00% | OK |
| Box3_Line90 | End A Tension | 3.34 | 3.34 | 0.00% | 3.34 | 0.00% | 0.00% | OK |
| End B Tension | 4.77 | 4.77 | 0.00% | 4.77 | 0.00% | 0.00% | OK |
| Max Tension | 4.77 | 4.77 | 0.00% | 4.77 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line91 | End A Tension | 4.54 | 4.54 | 0.00% | 4.54 | 0.00% | 0.00% | OK |
| End B Tension | 5.97 | 5.97 | 0.00% | 5.97 | 0.00% | 0.00% | OK |
| Max Tension | 5.97 | 5.97 | 0.00% | 5.97 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line92 | End A Tension | 1.68 | 1.68 | 0.00% | 1.68 | 0.00% | 0.00% | OK |
| End B Tension | 5.03 | 5.03 | 0.00% | 5.03 | 0.00% | 0.00% | OK |
| Max Tension | 5.03 | 5.03 | 0.00% | 5.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.02 | 0.02 | 0.00% | 0.02 | 0.00% | 0.00% | OK |
| Box3_Line93 | End A Tension | 3.12 | 3.12 | 0.00% | 3.12 | 0.00% | 0.00% | OK |
| End B Tension | 6.19 | 6.19 | 0.00% | 6.19 | 0.00% | 0.00% | OK |
| Max Tension | 6.19 | 6.19 | 0.00% | 6.19 | 0.00% | 0.00% | OK |
| Max Bending | 1.41 | 1.41 | 0.00% | 1.41 | 0.00% | 0.00% | OK |
| Box3_Line94 | End A Tension | 4.32 | 4.32 | 0.00% | 4.32 | 0.00% | 0.00% | OK |
| End B Tension | 7.39 | 7.39 | 0.00% | 7.39 | 0.00% | 0.00% | OK |
| Max Tension | 7.39 | 7.39 | 0.00% | 7.39 | 0.00% | 0.00% | OK |
| Max Bending | 1.28 | 1.28 | 0.00% | 1.28 | 0.00% | 0.00% | OK |
| Box3_Line95 | End A Tension | 5.41 | 5.41 | 0.00% | 5.41 | 0.00% | 0.00% | OK |
| End B Tension | 6.15 | 6.15 | 0.00% | 6.15 | 0.00% | 0.00% | OK |
| Max Tension | 6.15 | 6.15 | 0.00% | 6.15 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Box3_Line96 | End A Tension | 6.88 | 6.88 | 0.00% | 6.88 | 0.00% | 0.00% | OK |
| End B Tension | 6.88 | 6.88 | 0.00% | 6.88 | 0.00% | 0.00% | OK |
| Max Tension | 6.88 | 6.88 | 0.00% | 6.88 | 0.00% | 0.00% | OK |
| Max Bending | 3.45 | 3.45 | 0.00% | 3.45 | 0.00% | 0.00% | OK |
| Box3_Line97 | End A Tension | 12.52 | 12.52 | 0.00% | 12.52 | 0.00% | 0.00% | OK |
| End B Tension | 12.52 | 12.52 | 0.00% | 12.52 | 0.00% | 0.00% | OK |
| Max Tension | 12.52 | 12.52 | 0.00% | 12.52 | 0.00% | 0.00% | OK |
| Max Bending | 3.45 | 3.45 | 0.00% | 3.45 | 0.00% | 0.00% | OK |
| Box3_Line98 | End A Tension | 14.23 | 14.23 | 0.00% | 14.23 | 0.00% | 0.00% | OK |
| End B Tension | 14.23 | 14.23 | 0.00% | 14.23 | 0.00% | 0.00% | OK |
| Max Tension | 14.23 | 14.23 | 0.00% | 14.23 | 0.00% | 0.00% | OK |
| Max Bending | 3.45 | 3.45 | 0.00% | 3.45 | 0.00% | 0.00% | OK |
| Box3_Line99 | End A Tension | 3.53 | 3.53 | 0.00% | 3.53 | 0.00% | 0.00% | OK |
| End B Tension | 3.53 | 3.53 | 0.00% | 3.53 | 0.00% | 0.00% | OK |
| Max Tension | 3.53 | 3.53 | 0.00% | 3.53 | 0.00% | 0.00% | OK |
| Max Bending | 0.41 | 0.41 | 0.00% | 0.41 | 0.00% | 0.00% | OK |
| Box3_Line100 | End A Tension | 4.73 | 4.73 | 0.00% | 4.73 | 0.00% | 0.00% | OK |
| End B Tension | 4.73 | 4.73 | 0.00% | 4.73 | 0.00% | 0.00% | OK |
| Max Tension | 4.73 | 4.73 | 0.00% | 4.73 | 0.00% | 0.00% | OK |
| Max Bending | 0.41 | 0.41 | 0.00% | 0.41 | 0.00% | 0.00% | OK |
| Box3_Line101 | End A Tension | 4.57 | 4.57 | 0.00% | 4.57 | 0.00% | 0.00% | OK |
| End B Tension | 4.57 | 4.57 | 0.00% | 4.57 | 0.00% | 0.00% | OK |
| Max Tension | 4.57 | 4.57 | 0.00% | 4.57 | 0.00% | 0.00% | OK |
| Max Bending | 0.41 | 0.41 | 0.00% | 0.41 | 0.00% | 0.00% | OK |
| Box3_Line102 | End A Tension | 5.77 | 5.77 | 0.00% | 5.77 | 0.00% | 0.00% | OK |
| End B Tension | 5.77 | 5.77 | 0.00% | 5.77 | 0.00% | 0.00% | OK |
| Max Tension | 5.77 | 5.77 | 0.00% | 5.77 | 0.00% | 0.00% | OK |
| Max Bending | 0.41 | 0.41 | 0.00% | 0.41 | 0.00% | 0.00% | OK |
E03 Detailed hinged stinger
Static Profile
Model Info
| Property | Value |
|---|
| File | E03 Detailed hinged stinger.dat |
| Size | 695 KB |
| Objects | 122 |
| Lines | 81 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 10 |
| Statics Time | 1.484 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Pipe | 703.8 | 166 | 148.9 | 62.8 | 148.9 | 199.51 |
| Line1 | 20.0 | 20 | -3.1 | 1000.9 | 1008.1 | 1086.01 |
| Line2 | 18.0 | 18 | -1277.7 | -1006.5 | 543.9 | 2711.30 |
| Line3 | 3.2 | 3 | -866.2 | -893.5 | -861.7 | 2344.11 |
| Line4 | 3.2 | 3 | -123.5 | -162.6 | -121.1 | 2711.30 |
| Line5 | 3.0 | 3 | -153.8 | -157.2 | -153.7 | 312.63 |
| Line6 | 3.0 | 3 | 407.1 | 404.2 | 407.5 | 319.11 |
| Line7 | 7.6 | 4 | 1795.8 | 1793.0 | 1795.8 | 206.58 |
| Line8 | 6.7 | 3 | 124.3 | 121.0 | 124.3 | 95.71 |
| Line9 | 6.7 | 3 | -1687.5 | -1694.4 | -1687.0 | 561.62 |
| Line19 | 5.0 | 5 | 0.7 | 0.7 | 0.7 | 1.80 |
| Line20 | 5.0 | 5 | 1.7 | 1.7 | 1.7 | 0.87 |
| Line21 | 5.0 | 4 | -2.3 | -2.3 | -2.3 | 6.55 |
| Line22 | 5.0 | 4 | -2.4 | -2.4 | -2.4 | 6.44 |
| Line23 | 5.0 | 5 | 2.2 | 2.2 | 2.2 | 1.70 |
| Line24 | 5.0 | 5 | 2.4 | 2.4 | 2.4 | 1.81 |
| StbSpacer1-2 | 1.6 | 1 | -10.7 | -10.5 | -10.5 | 0.00 |
| PortSpacer1-2 | 1.6 | 1 | -10.0 | -9.8 | -9.8 | 0.00 |
| StbSpacer2-3 | 1.6 | 1 | -161.3 | -160.8 | -160.8 | 0.00 |
| PortSpacer2-3 | 1.6 | 1 | -194.5 | -194.0 | -194.0 | 0.00 |
| Line25 | 5.0 | 4 | 0.1 | 0.1 | 0.1 | 25.81 |
| Line10 | 20.0 | 20 | -2.7 | 1000.4 | 1007.6 | 1085.95 |
| Line11 | 18.0 | 18 | -1277.6 | -1006.6 | 544.3 | 2711.38 |
| Line12 | 3.2 | 3 | -866.2 | -893.5 | -861.7 | 2344.09 |
| Line13 | 3.2 | 3 | -123.6 | -162.7 | -121.2 | 2711.38 |
| Line14 | 3.0 | 3 | -153.9 | -157.2 | -153.8 | 312.62 |
| Line15 | 3.0 | 3 | 407.1 | 404.2 | 407.5 | 319.11 |
| Line16 | 7.6 | 4 | 1795.9 | 1793.2 | 1795.9 | 206.58 |
| Line17 | 6.7 | 3 | 124.5 | 121.1 | 124.5 | 95.71 |
| Line18 | 6.7 | 3 | -1687.3 | -1694.2 | -1686.9 | 561.62 |
| Line26 | 20.0 | 20 | -12.5 | 1181.1 | 1185.6 | 1053.01 |
| Line27 | 18.0 | 18 | -1163.0 | -1037.2 | 392.4 | 2722.32 |
| Line28 | 3.2 | 3 | -828.8 | -856.9 | -826.4 | 2308.45 |
| Line29 | 3.2 | 3 | -144.1 | -178.0 | -140.4 | 2722.32 |
| Line30 | 3.0 | 3 | -125.2 | -126.3 | -124.8 | 327.80 |
| Line31 | 3.0 | 3 | 457.2 | 457.1 | 458.6 | 316.09 |
| Line32 | 7.6 | 4 | 1663.4 | 1662.6 | 1663.4 | 267.00 |
| Line33 | 6.7 | 3 | -22.0 | -22.0 | -22.0 | 91.23 |
| Line34 | 6.7 | 3 | -1724.4 | -1727.7 | -1723.3 | 565.78 |
| Line35 | 20.0 | 20 | -13.0 | 1184.3 | 1189.1 | 1089.21 |
| Line36 | 18.0 | 18 | -1163.0 | -1006.9 | 395.9 | 2706.11 |
| Line37 | 3.2 | 3 | -828.9 | -857.0 | -826.5 | 2308.53 |
| Line38 | 3.2 | 3 | -129.7 | -163.5 | -126.4 | 2706.11 |
| Line39 | 3.0 | 3 | -124.7 | -125.8 | -124.3 | 327.70 |
| Line40 | 3.0 | 3 | 453.6 | 453.6 | 455.1 | 316.32 |
| Line41 | 7.6 | 4 | 1663.7 | 1662.9 | 1663.7 | 267.07 |
| Line42 | 6.7 | 3 | -20.4 | -20.4 | -20.4 | 90.50 |
| Line43 | 6.7 | 3 | -1732.6 | -1735.8 | -1731.6 | 562.32 |
| Line44 | 5.0 | 5 | 1.2 | 1.2 | 1.2 | 1.78 |
| Line45 | 5.0 | 5 | 0.3 | 0.3 | 0.3 | 1.57 |
| Line46 | 5.0 | 4 | -1.1 | -1.0 | -1.0 | 3.99 |
| Line47 | 5.0 | 4 | -0.7 | -0.7 | -0.7 | 2.46 |
| Line48 | 5.0 | 5 | 1.0 | 1.0 | 1.0 | 0.54 |
| Line49 | 5.0 | 5 | 0.8 | 0.8 | 0.8 | 0.47 |
| Line50 | 5.0 | 4 | -2.9 | -2.9 | -2.8 | 10.09 |
| Line51 | 20.0 | 20 | 138.1 | 1175.9 | 1178.5 | 901.32 |
| Line52 | 18.0 | 18 | -1141.0 | -1176.1 | 324.0 | 2785.78 |
| Line53 | 3.2 | 3 | -839.7 | -862.6 | -836.7 | 2296.62 |
| Line54 | 3.2 | 3 | -238.4 | -272.0 | -232.4 | 2785.78 |
| Line55 | 3.0 | 3 | -163.6 | -164.0 | -162.7 | 306.28 |
| Line56 | 3.0 | 3 | 440.4 | 440.2 | 441.7 | 318.10 |
| Line57 | 7.6 | 4 | 1651.9 | 1652.5 | 1652.5 | 115.09 |
| Line58 | 6.7 | 3 | 60.1 | 60.7 | 60.7 | 93.64 |
| Line59 | 6.7 | 3 | -1620.2 | -1623.7 | -1619.1 | 584.65 |
| Line60 | 20.0 | 20 | 171.7 | 1175.0 | 1177.6 | 902.03 |
| Line61 | 18.0 | 18 | -1162.0 | -1175.5 | 325.5 | 2784.67 |
| Line62 | 3.2 | 3 | -843.4 | -866.0 | -840.0 | 2299.33 |
| Line63 | 3.2 | 3 | -237.5 | -271.0 | -231.5 | 2784.67 |
| Line64 | 3.0 | 3 | -148.9 | -149.4 | -148.0 | 323.93 |
| Line65 | 3.0 | 3 | 437.9 | 437.7 | 439.2 | 320.27 |
| Line66 | 7.6 | 4 | 1710.7 | 1712.6 | 1712.6 | 267.92 |
| Line67 | 6.7 | 3 | 50.4 | 51.0 | 51.0 | 96.18 |
| Line68 | 6.7 | 3 | -1620.8 | -1624.3 | -1619.7 | 585.13 |
| Line69 | 5.0 | 5 | 0.2 | 0.2 | 0.2 | 1.72 |
| Line70 | 5.0 | 5 | 4.6 | 4.6 | 4.6 | 2.65 |
| Line71 | 5.0 | 4 | -0.4 | -0.4 | -0.4 | 1.58 |
| Line72 | 5.0 | 4 | -1.8 | -1.8 | -1.8 | 6.02 |
| Line73 | 5.0 | 5 | 0.4 | 0.4 | 0.4 | 0.85 |
| Line74 | 5.0 | 5 | 1.6 | 1.6 | 1.6 | 0.70 |
| Line75 | 5.0 | 4 | -0.5 | -0.5 | -0.5 | 6.32 |
| Line76 | 5.0 | 4 | -4.5 | -4.5 | -4.5 | 18.93 |
Input Files
spec.yml (449.2 KB)
metadata:
name: e03_detailed_hinged_stinger
description: Extracted from E03 Detailed hinged stinger.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 100.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: JONSWAP
height: 1.0
period: 8.0
direction: 0.0
phase: 0
gamma: 3.3
current:
speed: 0.5
direction: 225.0
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 100
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: -8810
WaveNumberOfSpectralDirections: 5
WaveDirectionSpreadingExponent: 24
WaveJONSWAPParameters: Automatic
WaveHs: 1
WaveTz: 8
WaveNumberOfComponentsPerDirection: 40
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: true
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0.5
RefCurrentDirection: 225
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
line_types:
- name: 250mm OD x 15mm WT Steel Pipe
properties:
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
category: Homogeneous pipe
outer_diameter: 0.25
inner_diameter: 0.22
- name: Pipe Slider
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.293
ExpansionTable: None
GJ: 12.585135434748001e3
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
category: General
outer_diameter: 0.25
inner_diameter: 0.22
mass_per_length: 0.08693179571564656
... truncated (17288 total lines)spec.yml — 17288 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 8
- 50
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.8 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: true
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedShearStiffness: 100.0
WaveFrequencySpectrumDiscretisationMethod: Equal energy
SeabedNormalStiffness: 100.0
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
SeabedSlope: 0.0
Density: 1.025
SeabedOriginDepth: 100.0
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 0.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: -8810
WaveNumberOfSpectralDirections: 5
WaveDirectionSpreadingExponent: 24
WaveJONSWAPParameters: Automatic
WaveHs: 1.0
WaveTz: 8.0
WaveNumberOfComponentsPerDirection: 40
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
RefCurrentSpeed: 0.5
RefCurrentDirection: 225.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 68 lines
includes/20_generic_objects.yml (373.9 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: 250mm OD x 15mm WT Steel Pipe
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
OD: 0.25
ID: 0.22
- Name: Pipe Slider
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.293
ExpansionTable: None
GJ: 12.585135434748001e3
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.25
ID: 0.22
MassPerUnitLength: 0.08693179571564656
EI:
- 16.272580117129166e3
- ~
EA: 0.1
- Name: Stinger main frame
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- White
OD: 0.5
ID: 0.48
- Name: Stinger cross braces
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 1
- Solid
- Gray
OD: 0.35
ID: 0.33
VesselTypes:
- Name: Vessel Type1
RAOResponseUnits: degrees
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: lags
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: rotated
QTFConventionsFrameOfReference: body
Draughts:
- Name: Draught1
Mass: 9017.95
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 254.9374465e3
- 0
- 0
- - 0
- 5.979802645e6
- 0
- - 0
- 0
- 5.979802645e6
CentreOfMass:
- 2.53
- 0
- -1.974
DisplacementRAOs:
RAOOrigin:
- 2.53
- 0
- -1.974
PhaseOrigin:
- ~
- ~
- ~
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 360
- 0
- 0
- 0
- 360
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.00624788649729
- 227.13381711
- 0
- 0
- 0.00873953280971
- 225.99981871199998
- 0
- 0
- 0.0601007887097
- -139.940165679
- 0
- 0
- - 5
- 0.0222591804918
- 83.8673078609
- 0
- 0
- 0.0588643423983
- 116.22796006
- 0
- 0
- 0.234706838789
- -263.25011938369994
- 0
- 0
- - 5.5
- 0.000848538292245
- 5.12753306357
- 0
- 0
- 0.103519899834
- 159.90556315
- 0
- 0
- 0.590278007672
- -190.565245346
- 0
- 0
- - 6
- 0.0378383573608
- -53.8691305675
- 0
- 0
- 0.112751493711
- 206.680830976
- 0
- 0
- 1.04699098895
- -180.28381851700001
- 0
- 0
- - 6.5
- 0.061412681391
- -57.5693629841
- 0
- 0
- 0.257242764316
- 243.076768843
- 0
- 0
- 0.776945953287
- -176.725097174
- 0
- 0
- - 7
- 0.0278777445991
- -66.6557676678
- 0
- 0
- 0.305859587164
- 219.761159714
- 0
- 0
- 0.661643056202
- -111.609948026
- 0
- 0
- - 7.5
- 0.0518031574841
- 110.866400019
- 0
- 0
- 0.145292627298
- 201.0751503
... truncated (16914 total lines)20_generic_objects.yml — 16914 lines
Semantic Validation (Pre-Statics)
10 of 12 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 6DBuoys | 440 | 0 | 0 | 0 | MATCH |
| Constraints | 32 | 0 | 0 | 0 | MATCH |
| Environment | 43 | 0 | 1 | 0 | MISSING |
| FrictionCoefficients | 1 | 0 | 0 | 0 | MATCH |
| General | 22 | 0 | 0 | 0 | MATCH |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 108 | 0 | 0 | 0 | MATCH |
| Lines | 2353 | 0 | 58 | 0 | COSMETIC |
| SupportTypes | 15 | 0 | 0 | 0 | MATCH |
| VesselTypes | 24 | 0 | 0 | 0 | MATCH |
| Vessels | 24 | 0 | 0 | 0 | MATCH |
| Winches | 8 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Pipe | End A Tension | 148.92 | 148.92 | 0.00% | 148.92 | 0.00% | 0.00% | OK |
| End B Tension | 62.82 | 62.82 | 0.00% | 62.82 | 0.00% | 0.00% | OK |
| Max Tension | 148.92 | 148.92 | 0.00% | 148.92 | 0.00% | 0.00% | OK |
| Max Bending | 199.51 | 199.51 | 0.00% | 199.51 | 0.00% | 0.00% | OK |
| Line1 | End A Tension | -3.06 | -3.06 | 0.00% | -3.06 | 0.00% | 0.00% | OK |
| End B Tension | 1000.87 | 1000.87 | 0.00% | 1000.87 | 0.00% | 0.00% | OK |
| Max Tension | 1008.06 | 1008.06 | 0.00% | 1008.06 | 0.00% | 0.00% | OK |
| Max Bending | 1086.01 | 1086.01 | 0.00% | 1086.01 | 0.00% | 0.00% | OK |
| Line2 | End A Tension | -1277.65 | -1277.65 | 0.00% | -1277.65 | 0.00% | 0.00% | OK |
| End B Tension | -1006.53 | -1006.53 | 0.00% | -1006.53 | 0.00% | 0.00% | OK |
| Max Tension | 543.94 | 543.94 | 0.00% | 543.94 | 0.00% | 0.00% | OK |
| Max Bending | 2711.30 | 2711.30 | 0.00% | 2711.30 | 0.00% | 0.00% | OK |
| Line3 | End A Tension | -866.20 | -866.20 | 0.00% | -866.20 | 0.00% | 0.00% | OK |
| End B Tension | -893.54 | -893.54 | 0.00% | -893.54 | 0.00% | 0.00% | OK |
| Max Tension | -861.67 | -861.67 | 0.00% | -861.67 | 0.00% | 0.00% | OK |
| Max Bending | 2344.11 | 2344.11 | 0.00% | 2344.11 | 0.00% | 0.00% | OK |
| Line4 | End A Tension | -123.54 | -123.54 | 0.00% | -123.54 | 0.00% | 0.00% | OK |
| End B Tension | -162.59 | -162.59 | 0.00% | -162.59 | 0.00% | 0.00% | OK |
| Max Tension | -121.14 | -121.14 | 0.00% | -121.14 | 0.00% | 0.00% | OK |
| Max Bending | 2711.30 | 2711.30 | 0.00% | 2711.30 | 0.00% | 0.00% | OK |
| Line5 | End A Tension | -153.81 | -153.81 | 0.00% | -153.81 | 0.00% | 0.00% | OK |
| End B Tension | -157.17 | -157.17 | 0.00% | -157.17 | 0.00% | 0.00% | OK |
| Max Tension | -153.72 | -153.72 | 0.00% | -153.72 | 0.00% | 0.00% | OK |
| Max Bending | 312.63 | 312.63 | 0.00% | 312.63 | 0.00% | 0.00% | OK |
| Line6 | End A Tension | 407.14 | 407.14 | 0.00% | 407.14 | 0.00% | 0.00% | OK |
| End B Tension | 404.25 | 404.25 | 0.00% | 404.25 | 0.00% | 0.00% | OK |
| Max Tension | 407.54 | 407.54 | 0.00% | 407.54 | 0.00% | 0.00% | OK |
| Max Bending | 319.11 | 319.11 | 0.00% | 319.11 | 0.00% | 0.00% | OK |
| Line7 | End A Tension | 1795.81 | 1795.81 | 0.00% | 1795.81 | 0.00% | 0.00% | OK |
| End B Tension | 1793.04 | 1793.04 | 0.00% | 1793.04 | 0.00% | 0.00% | OK |
| Max Tension | 1795.81 | 1795.81 | 0.00% | 1795.81 | 0.00% | 0.00% | OK |
| Max Bending | 206.58 | 206.58 | 0.00% | 206.58 | 0.00% | 0.00% | OK |
| Line8 | End A Tension | 124.35 | 124.35 | 0.00% | 124.35 | 0.00% | 0.00% | OK |
| End B Tension | 120.95 | 120.95 | 0.00% | 120.95 | 0.00% | 0.00% | OK |
| Max Tension | 124.35 | 124.35 | 0.00% | 124.35 | 0.00% | 0.00% | OK |
| Max Bending | 95.71 | 95.71 | 0.00% | 95.71 | 0.00% | 0.00% | OK |
| Line9 | End A Tension | -1687.45 | -1687.45 | 0.00% | -1687.45 | 0.00% | 0.00% | OK |
| End B Tension | -1694.39 | -1694.39 | 0.00% | -1694.39 | 0.00% | 0.00% | OK |
| Max Tension | -1687.04 | -1687.04 | 0.00% | -1687.04 | 0.00% | 0.00% | OK |
| Max Bending | 561.62 | 561.62 | 0.00% | 561.62 | 0.00% | 0.00% | OK |
| Line19 | End A Tension | 0.65 | 0.65 | 0.00% | 0.65 | 0.00% | 0.00% | OK |
| End B Tension | 0.65 | 0.65 | 0.00% | 0.65 | 0.00% | 0.00% | OK |
| Max Tension | 0.65 | 0.65 | 0.00% | 0.65 | 0.00% | 0.00% | OK |
| Max Bending | 1.80 | 1.80 | 0.00% | 1.80 | 0.00% | 0.00% | OK |
| Line20 | End A Tension | 1.72 | 1.72 | 0.00% | 1.72 | 0.00% | 0.00% | OK |
| End B Tension | 1.72 | 1.72 | 0.00% | 1.72 | 0.00% | 0.00% | OK |
| Max Tension | 1.72 | 1.72 | 0.00% | 1.72 | 0.00% | 0.00% | OK |
| Max Bending | 0.87 | 0.87 | 0.00% | 0.87 | 0.00% | 0.00% | OK |
| Line21 | End A Tension | -2.31 | -2.31 | 0.00% | -2.31 | 0.00% | 0.00% | OK |
| End B Tension | -2.31 | -2.31 | 0.00% | -2.31 | 0.00% | 0.00% | OK |
| Max Tension | -2.31 | -2.31 | 0.00% | -2.31 | 0.00% | 0.00% | OK |
| Max Bending | 6.55 | 6.55 | 0.00% | 6.55 | 0.00% | 0.00% | OK |
| Line22 | End A Tension | -2.41 | -2.41 | 0.00% | -2.41 | 0.00% | 0.00% | OK |
| End B Tension | -2.41 | -2.41 | 0.00% | -2.41 | 0.00% | 0.00% | OK |
| Max Tension | -2.41 | -2.41 | 0.00% | -2.41 | 0.00% | 0.00% | OK |
| Max Bending | 6.44 | 6.44 | 0.00% | 6.44 | 0.00% | 0.00% | OK |
| Line23 | End A Tension | 2.22 | 2.22 | 0.00% | 2.22 | 0.00% | 0.00% | OK |
| End B Tension | 2.22 | 2.22 | 0.00% | 2.22 | 0.00% | 0.00% | OK |
| Max Tension | 2.22 | 2.22 | 0.00% | 2.22 | 0.00% | 0.00% | OK |
| Max Bending | 1.70 | 1.70 | 0.00% | 1.70 | 0.00% | 0.00% | OK |
| Line24 | End A Tension | 2.38 | 2.38 | 0.00% | 2.38 | 0.00% | 0.00% | OK |
| End B Tension | 2.38 | 2.38 | 0.00% | 2.38 | 0.00% | 0.00% | OK |
| Max Tension | 2.38 | 2.38 | 0.00% | 2.38 | 0.00% | 0.00% | OK |
| Max Bending | 1.81 | 1.81 | 0.00% | 1.81 | 0.00% | 0.00% | OK |
| StbSpacer1-2 | End A Tension | -10.68 | -10.68 | 0.00% | -10.68 | 0.00% | 0.00% | OK |
| End B Tension | -10.46 | -10.46 | 0.00% | -10.46 | 0.00% | 0.00% | OK |
| Max Tension | -10.46 | -10.46 | 0.00% | -10.46 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| PortSpacer1-2 | End A Tension | -10.03 | -10.03 | 0.00% | -10.03 | 0.00% | 0.00% | OK |
| End B Tension | -9.81 | -9.81 | 0.00% | -9.81 | 0.00% | 0.00% | OK |
| Max Tension | -9.81 | -9.81 | 0.00% | -9.81 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| StbSpacer2-3 | End A Tension | -161.26 | -161.26 | 0.00% | -161.26 | 0.00% | 0.00% | OK |
| End B Tension | -160.81 | -160.81 | 0.00% | -160.81 | 0.00% | 0.00% | OK |
| Max Tension | -160.81 | -160.81 | 0.00% | -160.81 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| PortSpacer2-3 | End A Tension | -194.48 | -194.48 | 0.00% | -194.48 | 0.00% | 0.00% | OK |
| End B Tension | -194.03 | -194.03 | 0.00% | -194.03 | 0.00% | 0.00% | OK |
| Max Tension | -194.03 | -194.03 | 0.00% | -194.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line25 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 25.81 | 25.81 | 0.00% | 25.81 | 0.00% | 0.00% | OK |
| Line10 | End A Tension | -2.70 | -2.70 | 0.00% | -2.70 | 0.00% | 0.00% | OK |
| End B Tension | 1000.44 | 1000.44 | 0.00% | 1000.44 | 0.00% | 0.00% | OK |
| Max Tension | 1007.63 | 1007.63 | 0.00% | 1007.63 | 0.00% | 0.00% | OK |
| Max Bending | 1085.95 | 1085.95 | 0.00% | 1085.95 | 0.00% | 0.00% | OK |
| Line11 | End A Tension | -1277.64 | -1277.64 | 0.00% | -1277.64 | 0.00% | 0.00% | OK |
| End B Tension | -1006.62 | -1006.62 | 0.00% | -1006.62 | 0.00% | 0.00% | OK |
| Max Tension | 544.26 | 544.26 | 0.00% | 544.26 | 0.00% | 0.00% | OK |
| Max Bending | 2711.38 | 2711.38 | 0.00% | 2711.38 | 0.00% | 0.00% | OK |
| Line12 | End A Tension | -866.21 | -866.21 | 0.00% | -866.21 | 0.00% | 0.00% | OK |
| End B Tension | -893.55 | -893.55 | 0.00% | -893.55 | 0.00% | 0.00% | OK |
| Max Tension | -861.68 | -861.68 | 0.00% | -861.68 | 0.00% | 0.00% | OK |
| Max Bending | 2344.09 | 2344.09 | 0.00% | 2344.09 | 0.00% | 0.00% | OK |
| Line13 | End A Tension | -123.60 | -123.60 | 0.00% | -123.60 | 0.00% | 0.00% | OK |
| End B Tension | -162.65 | -162.65 | 0.00% | -162.65 | 0.00% | 0.00% | OK |
| Max Tension | -121.19 | -121.19 | 0.00% | -121.19 | 0.00% | 0.00% | OK |
| Max Bending | 2711.38 | 2711.38 | 0.00% | 2711.38 | 0.00% | 0.00% | OK |
| Line14 | End A Tension | -153.86 | -153.86 | 0.00% | -153.86 | 0.00% | 0.00% | OK |
| End B Tension | -157.22 | -157.22 | 0.00% | -157.22 | 0.00% | 0.00% | OK |
| Max Tension | -153.77 | -153.77 | 0.00% | -153.77 | 0.00% | 0.00% | OK |
| Max Bending | 312.62 | 312.62 | 0.00% | 312.62 | 0.00% | 0.00% | OK |
| Line15 | End A Tension | 407.08 | 407.08 | 0.00% | 407.08 | 0.00% | 0.00% | OK |
| End B Tension | 404.19 | 404.19 | 0.00% | 404.19 | 0.00% | 0.00% | OK |
| Max Tension | 407.48 | 407.48 | 0.00% | 407.48 | 0.00% | 0.00% | OK |
| Max Bending | 319.11 | 319.11 | 0.00% | 319.11 | 0.00% | 0.00% | OK |
| Line16 | End A Tension | 1795.94 | 1795.94 | 0.00% | 1795.94 | 0.00% | 0.00% | OK |
| End B Tension | 1793.17 | 1793.17 | 0.00% | 1793.17 | 0.00% | 0.00% | OK |
| Max Tension | 1795.94 | 1795.94 | 0.00% | 1795.94 | 0.00% | 0.00% | OK |
| Max Bending | 206.58 | 206.58 | 0.00% | 206.58 | 0.00% | 0.00% | OK |
| Line17 | End A Tension | 124.47 | 124.47 | 0.00% | 124.47 | 0.00% | 0.00% | OK |
| End B Tension | 121.08 | 121.08 | 0.00% | 121.08 | 0.00% | 0.00% | OK |
| Max Tension | 124.47 | 124.47 | 0.00% | 124.47 | 0.00% | 0.00% | OK |
| Max Bending | 95.71 | 95.71 | 0.00% | 95.71 | 0.00% | 0.00% | OK |
| Line18 | End A Tension | -1687.26 | -1687.26 | 0.00% | -1687.26 | 0.00% | 0.00% | OK |
| End B Tension | -1694.20 | -1694.20 | 0.00% | -1694.20 | 0.00% | 0.00% | OK |
| Max Tension | -1686.86 | -1686.86 | 0.00% | -1686.86 | 0.00% | 0.00% | OK |
| Max Bending | 561.62 | 561.62 | 0.00% | 561.62 | 0.00% | 0.00% | OK |
| Line26 | End A Tension | -12.47 | -12.47 | 0.00% | -12.47 | 0.00% | 0.00% | OK |
| End B Tension | 1181.06 | 1181.06 | 0.00% | 1181.06 | 0.00% | 0.00% | OK |
| Max Tension | 1185.57 | 1185.57 | 0.00% | 1185.57 | 0.00% | 0.00% | OK |
| Max Bending | 1053.01 | 1053.01 | 0.00% | 1053.01 | 0.00% | 0.00% | OK |
| Line27 | End A Tension | -1162.95 | -1162.95 | 0.00% | -1162.95 | 0.00% | 0.00% | OK |
| End B Tension | -1037.16 | -1037.16 | 0.00% | -1037.16 | 0.00% | 0.00% | OK |
| Max Tension | 392.39 | 392.39 | 0.00% | 392.39 | 0.00% | 0.00% | OK |
| Max Bending | 2722.32 | 2722.32 | 0.00% | 2722.32 | 0.00% | 0.00% | OK |
| Line28 | End A Tension | -828.83 | -828.83 | 0.00% | -828.83 | 0.00% | 0.00% | OK |
| End B Tension | -856.87 | -856.87 | 0.00% | -856.87 | 0.00% | 0.00% | OK |
| Max Tension | -826.38 | -826.38 | 0.00% | -826.38 | 0.00% | 0.00% | OK |
| Max Bending | 2308.45 | 2308.45 | 0.00% | 2308.45 | 0.00% | 0.00% | OK |
| Line29 | End A Tension | -144.13 | -144.13 | 0.00% | -144.13 | 0.00% | 0.00% | OK |
| End B Tension | -178.03 | -178.03 | 0.00% | -178.03 | 0.00% | 0.00% | OK |
| Max Tension | -140.36 | -140.36 | 0.00% | -140.36 | 0.00% | 0.00% | OK |
| Max Bending | 2722.32 | 2722.32 | 0.00% | 2722.32 | 0.00% | 0.00% | OK |
| Line30 | End A Tension | -125.21 | -125.21 | 0.00% | -125.21 | 0.00% | 0.00% | OK |
| End B Tension | -126.33 | -126.33 | 0.00% | -126.33 | 0.00% | 0.00% | OK |
| Max Tension | -124.81 | -124.81 | 0.00% | -124.81 | 0.00% | 0.00% | OK |
| Max Bending | 327.80 | 327.80 | 0.00% | 327.80 | 0.00% | 0.00% | OK |
| Line31 | End A Tension | 457.16 | 457.16 | 0.00% | 457.16 | 0.00% | 0.00% | OK |
| End B Tension | 457.10 | 457.10 | 0.00% | 457.10 | 0.00% | 0.00% | OK |
| Max Tension | 458.55 | 458.55 | 0.00% | 458.55 | 0.00% | 0.00% | OK |
| Max Bending | 316.09 | 316.09 | 0.00% | 316.09 | 0.00% | 0.00% | OK |
| Line32 | End A Tension | 1663.42 | 1663.42 | 0.00% | 1663.42 | 0.00% | 0.00% | OK |
| End B Tension | 1662.62 | 1662.62 | 0.00% | 1662.62 | 0.00% | 0.00% | OK |
| Max Tension | 1663.42 | 1663.42 | 0.00% | 1663.42 | 0.00% | 0.00% | OK |
| Max Bending | 267.00 | 267.00 | 0.00% | 267.00 | 0.00% | 0.00% | OK |
| Line33 | End A Tension | -22.00 | -22.00 | 0.00% | -22.00 | 0.00% | 0.00% | OK |
| End B Tension | -22.02 | -22.02 | 0.00% | -22.02 | 0.00% | 0.00% | OK |
| Max Tension | -22.00 | -22.00 | 0.00% | -22.00 | 0.00% | 0.00% | OK |
| Max Bending | 91.23 | 91.23 | 0.00% | 91.23 | 0.00% | 0.00% | OK |
| Line34 | End A Tension | -1724.41 | -1724.41 | 0.00% | -1724.41 | 0.00% | 0.00% | OK |
| End B Tension | -1727.67 | -1727.67 | 0.00% | -1727.67 | 0.00% | 0.00% | OK |
| Max Tension | -1723.34 | -1723.34 | 0.00% | -1723.34 | 0.00% | 0.00% | OK |
| Max Bending | 565.78 | 565.78 | 0.00% | 565.78 | 0.00% | 0.00% | OK |
| Line35 | End A Tension | -12.98 | -12.98 | 0.00% | -12.98 | 0.00% | 0.00% | OK |
| End B Tension | 1184.25 | 1184.25 | 0.00% | 1184.25 | 0.00% | 0.00% | OK |
| Max Tension | 1189.15 | 1189.15 | 0.00% | 1189.15 | 0.00% | 0.00% | OK |
| Max Bending | 1089.21 | 1089.21 | 0.00% | 1089.21 | 0.00% | 0.00% | OK |
| Line36 | End A Tension | -1162.99 | -1162.99 | 0.00% | -1162.99 | 0.00% | 0.00% | OK |
| End B Tension | -1006.93 | -1006.93 | 0.00% | -1006.93 | 0.00% | 0.00% | OK |
| Max Tension | 395.88 | 395.88 | 0.00% | 395.88 | 0.00% | 0.00% | OK |
| Max Bending | 2706.11 | 2706.11 | 0.00% | 2706.11 | 0.00% | 0.00% | OK |
| Line37 | End A Tension | -828.93 | -828.93 | 0.00% | -828.93 | 0.00% | 0.00% | OK |
| End B Tension | -856.98 | -856.98 | 0.00% | -856.98 | 0.00% | 0.00% | OK |
| Max Tension | -826.49 | -826.49 | 0.00% | -826.49 | 0.00% | 0.00% | OK |
| Max Bending | 2308.53 | 2308.53 | 0.00% | 2308.53 | 0.00% | 0.00% | OK |
| Line38 | End A Tension | -129.68 | -129.68 | 0.00% | -129.68 | 0.00% | 0.00% | OK |
| End B Tension | -163.53 | -163.53 | 0.00% | -163.53 | 0.00% | 0.00% | OK |
| Max Tension | -126.38 | -126.38 | 0.00% | -126.38 | 0.00% | 0.00% | OK |
| Max Bending | 2706.11 | 2706.11 | 0.00% | 2706.11 | 0.00% | 0.00% | OK |
| Line39 | End A Tension | -124.73 | -124.73 | 0.00% | -124.73 | 0.00% | 0.00% | OK |
| End B Tension | -125.84 | -125.84 | 0.00% | -125.84 | 0.00% | 0.00% | OK |
| Max Tension | -124.33 | -124.33 | 0.00% | -124.33 | 0.00% | 0.00% | OK |
| Max Bending | 327.70 | 327.70 | 0.00% | 327.70 | 0.00% | 0.00% | OK |
| Line40 | End A Tension | 453.65 | 453.65 | 0.00% | 453.65 | 0.00% | 0.00% | OK |
| End B Tension | 453.61 | 453.61 | 0.00% | 453.61 | 0.00% | 0.00% | OK |
| Max Tension | 455.07 | 455.07 | 0.00% | 455.07 | 0.00% | 0.00% | OK |
| Max Bending | 316.32 | 316.32 | 0.00% | 316.32 | 0.00% | 0.00% | OK |
| Line41 | End A Tension | 1663.65 | 1663.65 | 0.00% | 1663.65 | 0.00% | 0.00% | OK |
| End B Tension | 1662.85 | 1662.85 | 0.00% | 1662.85 | 0.00% | 0.00% | OK |
| Max Tension | 1663.65 | 1663.65 | 0.00% | 1663.65 | 0.00% | 0.00% | OK |
| Max Bending | 267.07 | 267.07 | 0.00% | 267.07 | 0.00% | 0.00% | OK |
| Line42 | End A Tension | -20.37 | -20.37 | 0.00% | -20.37 | 0.00% | 0.00% | OK |
| End B Tension | -20.39 | -20.39 | 0.00% | -20.39 | 0.00% | 0.00% | OK |
| Max Tension | -20.37 | -20.37 | 0.00% | -20.37 | 0.00% | 0.00% | OK |
| Max Bending | 90.50 | 90.50 | 0.00% | 90.50 | 0.00% | 0.00% | OK |
| Line43 | End A Tension | -1732.60 | -1732.60 | 0.00% | -1732.60 | 0.00% | 0.00% | OK |
| End B Tension | -1735.83 | -1735.83 | 0.00% | -1735.83 | 0.00% | 0.00% | OK |
| Max Tension | -1731.56 | -1731.56 | 0.00% | -1731.56 | 0.00% | 0.00% | OK |
| Max Bending | 562.32 | 562.32 | 0.00% | 562.32 | 0.00% | 0.00% | OK |
| Line44 | End A Tension | 1.24 | 1.24 | 0.00% | 1.24 | 0.00% | 0.00% | OK |
| End B Tension | 1.24 | 1.24 | 0.00% | 1.24 | 0.00% | 0.00% | OK |
| Max Tension | 1.24 | 1.24 | 0.00% | 1.24 | 0.00% | 0.00% | OK |
| Max Bending | 1.78 | 1.78 | 0.00% | 1.78 | 0.00% | 0.00% | OK |
| Line45 | End A Tension | 0.26 | 0.26 | 0.00% | 0.26 | 0.00% | 0.00% | OK |
| End B Tension | 0.26 | 0.26 | 0.00% | 0.26 | 0.00% | 0.00% | OK |
| Max Tension | 0.26 | 0.26 | 0.00% | 0.26 | 0.00% | 0.00% | OK |
| Max Bending | 1.57 | 1.57 | 0.00% | 1.57 | 0.00% | 0.00% | OK |
| Line46 | End A Tension | -1.05 | -1.05 | 0.00% | -1.05 | 0.00% | 0.00% | OK |
| End B Tension | -1.05 | -1.05 | 0.00% | -1.05 | 0.00% | 0.00% | OK |
| Max Tension | -1.05 | -1.05 | 0.00% | -1.05 | 0.00% | 0.00% | OK |
| Max Bending | 3.99 | 3.99 | 0.00% | 3.99 | 0.00% | 0.00% | OK |
| Line47 | End A Tension | -0.69 | -0.69 | 0.00% | -0.69 | 0.00% | 0.00% | OK |
| End B Tension | -0.68 | -0.68 | 0.00% | -0.68 | 0.00% | 0.00% | OK |
| Max Tension | -0.68 | -0.68 | 0.00% | -0.68 | 0.00% | 0.00% | OK |
| Max Bending | 2.46 | 2.46 | 0.00% | 2.46 | 0.00% | 0.00% | OK |
| Line48 | End A Tension | 1.00 | 1.00 | 0.00% | 1.00 | 0.00% | 0.00% | OK |
| End B Tension | 1.00 | 1.00 | 0.00% | 1.00 | 0.00% | 0.00% | OK |
| Max Tension | 1.00 | 1.00 | 0.00% | 1.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.54 | 0.54 | 0.00% | 0.54 | 0.00% | 0.00% | OK |
| Line49 | End A Tension | 0.84 | 0.84 | 0.00% | 0.84 | 0.00% | 0.00% | OK |
| End B Tension | 0.84 | 0.84 | 0.00% | 0.84 | 0.00% | 0.00% | OK |
| Max Tension | 0.84 | 0.84 | 0.00% | 0.84 | 0.00% | 0.00% | OK |
| Max Bending | 0.47 | 0.47 | 0.00% | 0.47 | 0.00% | 0.00% | OK |
| Line50 | End A Tension | -2.85 | -2.85 | 0.00% | -2.85 | 0.00% | 0.00% | OK |
| End B Tension | -2.85 | -2.85 | 0.00% | -2.85 | 0.00% | 0.00% | OK |
| Max Tension | -2.85 | -2.85 | 0.00% | -2.85 | 0.00% | 0.00% | OK |
| Max Bending | 10.09 | 10.09 | 0.00% | 10.09 | 0.00% | 0.00% | OK |
| Line51 | End A Tension | 138.12 | 138.12 | 0.00% | 138.12 | 0.00% | 0.00% | OK |
| End B Tension | 1175.91 | 1175.91 | 0.00% | 1175.91 | 0.00% | 0.00% | OK |
| Max Tension | 1178.49 | 1178.49 | 0.00% | 1178.49 | 0.00% | 0.00% | OK |
| Max Bending | 901.32 | 901.32 | 0.00% | 901.32 | 0.00% | 0.00% | OK |
| Line52 | End A Tension | -1141.05 | -1141.05 | 0.00% | -1141.05 | 0.00% | 0.00% | OK |
| End B Tension | -1176.15 | -1176.15 | 0.00% | -1176.15 | 0.00% | 0.00% | OK |
| Max Tension | 323.98 | 323.98 | 0.00% | 323.98 | 0.00% | 0.00% | OK |
| Max Bending | 2785.78 | 2785.78 | 0.00% | 2785.78 | 0.00% | 0.00% | OK |
| Line53 | End A Tension | -839.71 | -839.71 | 0.00% | -839.71 | 0.00% | 0.00% | OK |
| End B Tension | -862.58 | -862.58 | 0.00% | -862.58 | 0.00% | 0.00% | OK |
| Max Tension | -836.65 | -836.65 | 0.00% | -836.65 | 0.00% | 0.00% | OK |
| Max Bending | 2296.62 | 2296.62 | 0.00% | 2296.62 | 0.00% | 0.00% | OK |
| Line54 | End A Tension | -238.41 | -238.41 | 0.00% | -238.41 | 0.00% | 0.00% | OK |
| End B Tension | -272.01 | -272.01 | 0.00% | -272.01 | 0.00% | 0.00% | OK |
| Max Tension | -232.44 | -232.44 | 0.00% | -232.44 | 0.00% | 0.00% | OK |
| Max Bending | 2785.78 | 2785.78 | 0.00% | 2785.78 | 0.00% | 0.00% | OK |
| Line55 | End A Tension | -163.62 | -163.62 | 0.00% | -163.62 | 0.00% | 0.00% | OK |
| End B Tension | -163.98 | -163.98 | 0.00% | -163.98 | 0.00% | 0.00% | OK |
| Max Tension | -162.67 | -162.67 | 0.00% | -162.67 | 0.00% | 0.00% | OK |
| Max Bending | 306.28 | 306.28 | 0.00% | 306.28 | 0.00% | 0.00% | OK |
| Line56 | End A Tension | 440.41 | 440.41 | 0.00% | 440.41 | 0.00% | 0.00% | OK |
| End B Tension | 440.23 | 440.23 | 0.00% | 440.23 | 0.00% | 0.00% | OK |
| Max Tension | 441.71 | 441.71 | 0.00% | 441.71 | 0.00% | 0.00% | OK |
| Max Bending | 318.10 | 318.10 | 0.00% | 318.10 | 0.00% | 0.00% | OK |
| Line57 | End A Tension | 1651.91 | 1651.91 | 0.00% | 1651.91 | 0.00% | 0.00% | OK |
| End B Tension | 1652.54 | 1652.54 | 0.00% | 1652.54 | 0.00% | 0.00% | OK |
| Max Tension | 1652.54 | 1652.54 | 0.00% | 1652.54 | 0.00% | 0.00% | OK |
| Max Bending | 115.09 | 115.09 | 0.00% | 115.09 | 0.00% | 0.00% | OK |
| Line58 | End A Tension | 60.06 | 60.06 | 0.00% | 60.06 | 0.00% | 0.00% | OK |
| End B Tension | 60.68 | 60.68 | 0.00% | 60.68 | 0.00% | 0.00% | OK |
| Max Tension | 60.68 | 60.68 | 0.00% | 60.68 | 0.00% | 0.00% | OK |
| Max Bending | 93.64 | 93.64 | 0.00% | 93.64 | 0.00% | 0.00% | OK |
| Line59 | End A Tension | -1620.22 | -1620.22 | 0.00% | -1620.22 | 0.00% | 0.00% | OK |
| End B Tension | -1623.66 | -1623.66 | 0.00% | -1623.66 | 0.00% | 0.00% | OK |
| Max Tension | -1619.07 | -1619.07 | 0.00% | -1619.07 | 0.00% | 0.00% | OK |
| Max Bending | 584.65 | 584.65 | 0.00% | 584.65 | 0.00% | 0.00% | OK |
| Line60 | End A Tension | 171.72 | 171.72 | 0.00% | 171.72 | 0.00% | 0.00% | OK |
| End B Tension | 1175.03 | 1175.03 | 0.00% | 1175.03 | 0.00% | 0.00% | OK |
| Max Tension | 1177.62 | 1177.62 | 0.00% | 1177.62 | 0.00% | 0.00% | OK |
| Max Bending | 902.03 | 902.03 | 0.00% | 902.03 | 0.00% | 0.00% | OK |
| Line61 | End A Tension | -1161.98 | -1161.98 | 0.00% | -1161.98 | 0.00% | 0.00% | OK |
| End B Tension | -1175.47 | -1175.47 | 0.00% | -1175.47 | 0.00% | 0.00% | OK |
| Max Tension | 325.53 | 325.53 | 0.00% | 325.53 | 0.00% | 0.00% | OK |
| Max Bending | 2784.67 | 2784.67 | 0.00% | 2784.67 | 0.00% | 0.00% | OK |
| Line62 | End A Tension | -843.42 | -843.42 | 0.00% | -843.42 | 0.00% | 0.00% | OK |
| End B Tension | -865.97 | -865.97 | 0.00% | -865.97 | 0.00% | 0.00% | OK |
| Max Tension | -839.98 | -839.98 | 0.00% | -839.98 | 0.00% | 0.00% | OK |
| Max Bending | 2299.33 | 2299.33 | 0.00% | 2299.33 | 0.00% | 0.00% | OK |
| Line63 | End A Tension | -237.47 | -237.47 | 0.00% | -237.47 | 0.00% | 0.00% | OK |
| End B Tension | -271.04 | -271.04 | 0.00% | -271.04 | 0.00% | 0.00% | OK |
| Max Tension | -231.50 | -231.50 | 0.00% | -231.50 | 0.00% | 0.00% | OK |
| Max Bending | 2784.67 | 2784.67 | 0.00% | 2784.67 | 0.00% | 0.00% | OK |
| Line64 | End A Tension | -148.93 | -148.93 | 0.00% | -148.93 | 0.00% | 0.00% | OK |
| End B Tension | -149.44 | -149.44 | 0.00% | -149.44 | 0.00% | 0.00% | OK |
| Max Tension | -147.96 | -147.96 | 0.00% | -147.96 | 0.00% | 0.00% | OK |
| Max Bending | 323.93 | 323.93 | 0.00% | 323.93 | 0.00% | 0.00% | OK |
| Line65 | End A Tension | 437.94 | 437.94 | 0.00% | 437.94 | 0.00% | 0.00% | OK |
| End B Tension | 437.74 | 437.74 | 0.00% | 437.74 | 0.00% | 0.00% | OK |
| Max Tension | 439.24 | 439.24 | 0.00% | 439.24 | 0.00% | 0.00% | OK |
| Max Bending | 320.27 | 320.27 | 0.00% | 320.27 | 0.00% | 0.00% | OK |
| Line66 | End A Tension | 1710.66 | 1710.66 | 0.00% | 1710.66 | 0.00% | 0.00% | OK |
| End B Tension | 1712.60 | 1712.60 | 0.00% | 1712.60 | 0.00% | 0.00% | OK |
| Max Tension | 1712.60 | 1712.60 | 0.00% | 1712.60 | 0.00% | 0.00% | OK |
| Max Bending | 267.92 | 267.92 | 0.00% | 267.92 | 0.00% | 0.00% | OK |
| Line67 | End A Tension | 50.44 | 50.44 | 0.00% | 50.44 | 0.00% | 0.00% | OK |
| End B Tension | 51.05 | 51.05 | 0.00% | 51.05 | 0.00% | 0.00% | OK |
| Max Tension | 51.05 | 51.05 | 0.00% | 51.05 | 0.00% | 0.00% | OK |
| Max Bending | 96.18 | 96.18 | 0.00% | 96.18 | 0.00% | 0.00% | OK |
| Line68 | End A Tension | -1620.83 | -1620.83 | 0.00% | -1620.83 | 0.00% | 0.00% | OK |
| End B Tension | -1624.27 | -1624.27 | 0.00% | -1624.27 | 0.00% | 0.00% | OK |
| Max Tension | -1619.67 | -1619.67 | 0.00% | -1619.67 | 0.00% | 0.00% | OK |
| Max Bending | 585.13 | 585.13 | 0.00% | 585.13 | 0.00% | 0.00% | OK |
| Line69 | End A Tension | 0.25 | 0.25 | 0.00% | 0.25 | 0.00% | 0.00% | OK |
| End B Tension | 0.25 | 0.25 | 0.00% | 0.25 | 0.00% | 0.00% | OK |
| Max Tension | 0.25 | 0.25 | 0.00% | 0.25 | 0.00% | 0.00% | OK |
| Max Bending | 1.72 | 1.72 | 0.00% | 1.72 | 0.00% | 0.00% | OK |
| Line70 | End A Tension | 4.63 | 4.63 | 0.00% | 4.63 | 0.00% | 0.00% | OK |
| End B Tension | 4.63 | 4.63 | 0.00% | 4.63 | 0.00% | 0.00% | OK |
| Max Tension | 4.63 | 4.63 | 0.00% | 4.63 | 0.00% | 0.00% | OK |
| Max Bending | 2.65 | 2.65 | 0.00% | 2.65 | 0.00% | 0.00% | OK |
| Line71 | End A Tension | -0.44 | -0.44 | 0.00% | -0.44 | 0.00% | 0.00% | OK |
| End B Tension | -0.43 | -0.43 | 0.00% | -0.43 | 0.00% | 0.00% | OK |
| Max Tension | -0.43 | -0.43 | 0.00% | -0.43 | 0.00% | 0.00% | OK |
| Max Bending | 1.58 | 1.58 | 0.00% | 1.58 | 0.00% | 0.00% | OK |
| Line72 | End A Tension | -1.82 | -1.82 | 0.00% | -1.82 | 0.00% | 0.00% | OK |
| End B Tension | -1.81 | -1.81 | 0.00% | -1.81 | 0.00% | 0.00% | OK |
| Max Tension | -1.81 | -1.81 | 0.00% | -1.81 | 0.00% | 0.00% | OK |
| Max Bending | 6.02 | 6.02 | 0.00% | 6.02 | 0.00% | 0.00% | OK |
| Line73 | End A Tension | 0.44 | 0.44 | 0.00% | 0.44 | 0.00% | 0.00% | OK |
| End B Tension | 0.44 | 0.44 | 0.00% | 0.44 | 0.00% | 0.00% | OK |
| Max Tension | 0.44 | 0.44 | 0.00% | 0.44 | 0.00% | 0.00% | OK |
| Max Bending | 0.85 | 0.85 | 0.00% | 0.85 | 0.00% | 0.00% | OK |
| Line74 | End A Tension | 1.60 | 1.60 | 0.00% | 1.60 | 0.00% | 0.00% | OK |
| End B Tension | 1.60 | 1.60 | 0.00% | 1.60 | 0.00% | 0.00% | OK |
| Max Tension | 1.60 | 1.60 | 0.00% | 1.60 | 0.00% | 0.00% | OK |
| Max Bending | 0.70 | 0.70 | 0.00% | 0.70 | 0.00% | 0.00% | OK |
| Line75 | End A Tension | -0.49 | -0.49 | 0.00% | -0.49 | 0.00% | 0.00% | OK |
| End B Tension | -0.51 | -0.51 | 0.00% | -0.51 | 0.00% | 0.00% | OK |
| Max Tension | -0.49 | -0.49 | 0.00% | -0.49 | 0.00% | 0.00% | OK |
| Max Bending | 6.32 | 6.32 | 0.00% | 6.32 | 0.00% | 0.00% | OK |
| Line76 | End A Tension | -4.51 | -4.51 | 0.00% | -4.51 | 0.00% | 0.00% | OK |
| End B Tension | -4.51 | -4.51 | 0.00% | -4.51 | 0.00% | 0.00% | OK |
| Max Tension | -4.51 | -4.51 | 0.00% | -4.51 | 0.00% | 0.00% | OK |
| Max Bending | 18.93 | 18.93 | 0.00% | 18.93 | 0.00% | 0.00% | OK |
C08 Fish farm
Static Profile
Model Info
| Property | Value |
|---|
| File | C08 Fish farm.dat |
| Size | 1292 KB |
| Objects | 447 |
| Lines | 276 |
| Links | 0 |
| Vessels | 0 |
| 6D Buoys | 32 |
| Statics Time | 11.432 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Ring Line1 | 3.9 | 1 | 1.9 | 1.8 | 1.9 | 28.98 |
| Ring Line2 | 3.9 | 1 | 2.8 | 3.3 | 3.3 | 30.49 |
| Ring Line3 | 3.9 | 1 | 3.3 | 3.2 | 3.3 | 28.44 |
| Ring Line4 | 3.9 | 1 | 2.1 | 2.3 | 2.3 | 29.18 |
| Ring Line5 | 3.9 | 1 | 2.3 | 2.2 | 2.3 | 29.07 |
| Ring Line6 | 3.9 | 1 | 3.2 | 3.2 | 3.3 | 28.38 |
| Ring Line7 | 3.9 | 1 | 3.2 | 2.7 | 3.2 | 30.51 |
| Ring Line8 | 3.9 | 1 | 1.2 | 1.3 | 1.3 | 28.77 |
| Ring Line9 | 3.9 | 1 | 1.3 | 1.2 | 1.3 | 28.77 |
| Ring Line10 | 3.9 | 1 | 2.7 | 3.2 | 3.2 | 30.51 |
| Ring Line11 | 3.9 | 1 | 3.2 | 3.2 | 3.3 | 28.38 |
| Ring Line12 | 3.9 | 1 | 2.2 | 2.3 | 2.3 | 29.07 |
| Ring Line13 | 3.9 | 1 | 2.3 | 2.1 | 2.3 | 29.18 |
| Ring Line14 | 3.9 | 1 | 3.2 | 3.3 | 3.3 | 28.44 |
| Ring Line15 | 3.9 | 1 | 3.3 | 2.8 | 3.3 | 30.49 |
| Ring Line16 | 3.9 | 1 | 1.8 | 1.9 | 1.9 | 28.98 |
| Vertical SRH1.1 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.2 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.3 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.4 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.5 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.6 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.7 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.8 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.9 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.10 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.11 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.12 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.13 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.14 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.15 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.16 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Hoop1,1 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,2 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,3 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,4 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,5 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,6 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,7 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,8 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,9 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,10 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,11 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,12 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,13 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,14 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,15 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,16 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,17 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,18 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,19 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,20 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,21 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,22 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,23 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,24 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,25 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,26 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,27 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,28 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,29 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,30 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,31 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,32 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.17 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.18 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.19 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.20 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.21 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.22 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.23 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.24 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.25 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.26 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.27 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.28 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.29 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.30 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.31 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.32 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Hoop1,33 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,34 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,35 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,36 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,37 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,38 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,39 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,40 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,41 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,42 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,43 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,44 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,45 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,46 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,47 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,48 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.33 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.34 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.35 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.36 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.37 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.38 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.39 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.40 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.41 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.42 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.43 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.44 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.45 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.46 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.47 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.48 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Base1 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base2 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base3 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base4 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base5 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base6 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base7 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base8 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base9 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base10 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base11 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base12 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base13 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base14 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base15 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base16 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Line1 | 20.0 | 2 | 2.9 | 2.9 | 2.9 | 0.00 |
| Line2 | 20.0 | 2 | 2.9 | 2.9 | 2.9 | 0.00 |
| Line4 | 20.0 | 2 | 2.0 | 2.0 | 2.0 | 0.00 |
| Line5 | 20.0 | 2 | 2.1 | 2.1 | 2.1 | 0.00 |
| Line6 | 70.0 | 7 | 4.1 | 4.1 | 4.1 | 0.00 |
| Line7 | 20.0 | 2 | 2.9 | 2.9 | 2.9 | 0.00 |
| Line8 | 20.0 | 2 | 2.9 | 2.9 | 2.9 | 0.00 |
| Line9 | 70.0 | 7 | 5.8 | 5.8 | 5.8 | 0.00 |
| Line10 | 20.0 | 2 | 2.1 | 2.1 | 2.1 | 0.00 |
| Line11 | 20.0 | 2 | 2.0 | 2.0 | 2.0 | 0.00 |
| Line12 | 70.0 | 7 | 4.1 | 4.1 | 4.1 | 0.00 |
| Ring Line17 | 3.9 | 1 | 1.3 | 1.2 | 1.3 | 28.77 |
| Ring Line18 | 3.9 | 1 | 2.7 | 3.2 | 3.2 | 30.51 |
| Ring Line19 | 3.9 | 1 | 3.2 | 3.2 | 3.3 | 28.38 |
| Ring Line20 | 3.9 | 1 | 2.2 | 2.3 | 2.3 | 29.07 |
| Ring Line21 | 3.9 | 1 | 2.3 | 2.1 | 2.3 | 29.18 |
| Ring Line22 | 3.9 | 1 | 3.2 | 3.3 | 3.3 | 28.44 |
| Ring Line23 | 3.9 | 1 | 3.3 | 2.8 | 3.3 | 30.49 |
| Ring Line24 | 3.9 | 1 | 1.8 | 1.9 | 1.9 | 28.98 |
| Ring Line25 | 3.9 | 1 | 1.9 | 1.8 | 1.9 | 28.98 |
| Ring Line26 | 3.9 | 1 | 2.8 | 3.3 | 3.3 | 30.49 |
| Ring Line27 | 3.9 | 1 | 3.3 | 3.2 | 3.3 | 28.44 |
| Ring Line28 | 3.9 | 1 | 2.1 | 2.3 | 2.3 | 29.18 |
| Ring Line29 | 3.9 | 1 | 2.3 | 2.2 | 2.3 | 29.07 |
| Ring Line30 | 3.9 | 1 | 3.2 | 3.2 | 3.3 | 28.38 |
| Ring Line31 | 3.9 | 1 | 3.2 | 2.7 | 3.2 | 30.51 |
| Ring Line32 | 3.9 | 1 | 1.2 | 1.3 | 1.3 | 28.77 |
| Vertical SRH1.49 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.50 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.51 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.52 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.53 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.54 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.55 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.56 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.57 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.58 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.59 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.60 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.61 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.62 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.63 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.64 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Hoop1,49 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,50 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,51 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,52 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,53 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,54 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,55 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,56 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,57 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,58 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,59 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,60 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,61 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,62 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,63 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,64 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,65 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,66 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,67 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,68 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,69 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,70 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,71 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,72 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,73 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,74 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,75 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,76 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,77 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,78 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,79 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,80 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.65 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.66 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.67 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.68 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.69 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.70 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.71 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.72 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.73 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.74 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.75 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.76 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.77 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.78 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.79 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Vertical SRH1.80 | 7.0 | 1 | 0.1 | 0.1 | 0.1 | 0.00 |
| Hoop1,81 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,82 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,83 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,84 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,85 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,86 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,87 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,88 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,89 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,90 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,91 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,92 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,93 | 3.9 | 1 | 0.0 | -0.0 | 0.0 | 0.00 |
| Hoop1,94 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,95 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Hoop1,96 | 3.9 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.81 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.82 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.83 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.84 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.85 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.86 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.87 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.88 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.89 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.90 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.91 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.92 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.93 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.94 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.95 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Vertical SRH1.96 | 7.0 | 1 | 0.0 | 0.0 | 0.0 | 0.00 |
| Base17 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base18 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base19 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base20 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base21 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base22 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base23 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base24 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base25 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base26 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base27 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base28 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base29 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base30 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base31 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Base32 | 10.0 | 1 | -0.0 | 0.0 | 0.0 | 0.00 |
| Line13 | 20.0 | 2 | 2.9 | 2.9 | 2.9 | 0.00 |
| Line14 | 20.0 | 2 | 2.9 | 2.9 | 2.9 | 0.00 |
| Line15 | 70.0 | 7 | 5.8 | 5.8 | 5.8 | 0.00 |
| Line16 | 20.0 | 2 | 2.1 | 2.1 | 2.1 | 0.00 |
| Line17 | 20.0 | 2 | 2.0 | 2.0 | 2.0 | 0.00 |
| Line18 | 70.0 | 7 | 4.1 | 4.1 | 4.1 | 0.00 |
| Line22 | 20.0 | 2 | 2.0 | 2.0 | 2.0 | 0.00 |
| Line23 | 20.0 | 2 | 2.1 | 2.1 | 2.1 | 0.00 |
| Line24 | 70.0 | 7 | 4.1 | 4.1 | 4.1 | 0.00 |
Input Files
spec.yml (664.7 KB)
metadata:
name: c08_fish_farm
description: Extracted from C08 Fish farm.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 40.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: JONSWAP
height: 3.0
period: 5.0
direction: 180.0
phase: 0
gamma: 3.3
current:
speed: 0.0
direction: 180.0
profile:
- - 0.0
- 0.5
- - 100.0
- 0.45
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 40
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 3
WaveTz: 5
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 0.5
- 0
- - 100
- 0.45
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
line_types:
- name: Plastic Ring
properties:
MaterialDensity: 1
E: 1e6
PoissonRatio: 0.5
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 3
- Solid
- Blue
category: Homogeneous pipe
outer_diameter: 0.3
inner_diameter: 0.21999999999999997
- name: Mesh type
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
... truncated (26673 total lines)spec.yml — 26673 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 10
- 20
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.8 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedNormalStiffness: 100.0
WaveFrequencySpectrumDiscretisationMethod: Equal energy
SeabedSlope: 0.0
SeabedShearStiffness: 100.0
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
Density: 1.025
SeabedOriginDepth: 40.0
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Automatic
WaveHs: 3.0
WaveTz: 5.0
WaveNumberOfComponents: 100
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 0.5
- 0
- - 100.0
- 0.45
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 68 lines
includes/20_generic_objects.yml (549.8 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: Plastic Ring
Category: Homogeneous pipe
MaterialDensity: 1
E: 1e6
PoissonRatio: 0.5
ExpansionTable: None
Cdn: 1.2
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 3
- Solid
- Blue
OD: 0.3
ID: 0.21999999999999997
- Name: Mesh type
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 0.0085
ID: 0.0
MassPerUnitLength: 6.476e-05
EI:
- 0
- ~
EA: 11.8
- Name: Mooring line type
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 10
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.2
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- Fuchsia
OD: 0.0425
ID: 0.0
MassPerUnitLength: 0.0016190000000000002
EI:
- 0
- ~
EA: 295.00000000000006
Lines:
- Name: Ring Line1
IncludeTorsion: false
TopEnd: End A
LengthAndEndOrientations: Explicit
Representation: Finite element
PyModel: (none)
PreBendSpecifiedBy: Curvature
DragFormulation: Standard
StaticsVIV: None
DynamicsVIV: None
WaveCalculationMethod: Specified by environment
? Connection, ConnectionX, ConnectionY, ConnectionZ, ConnectionAzimuth, ConnectionDeclination,
ConnectionGamma, ConnectionReleaseStage, ConnectionzRelativeTo
: - - 6D Buoy1
- 0
- 0
- 0
- 90
- 90
- 0
- ~
- - 6D Buoy2
- 0
- 0
- 0
- 90
- 90
- 0
- ~
ConnectionxBendingStiffness, ConnectionyBendingStiffness:
- - Infinity
- ~
- - Infinity
- ~
? ConnectionInitialArclength, ConnectionPayoutRate, ConnectionShortestViableSegmentFactor,
ConnectionApplyRamp, ConnectionUseSmoothGrowth
: - - ~
- 0
- 0.001
- - ~
- 0
- 0.001
Sections:
- LineType: Plastic Ring
Length: 3.926990817
NumberOfSegments: 1
DisturbanceVessel: (none)
DecoupleLateralAndAxialSeabedFriction: false
CoveredSectionsWarnIfLineLeavesCover: true
ContentsMethod: Uniform
IncludeAxialContentsInertia: true
ContentsDensity: 0
ContentsTemperature: ~
ContentsPressureRefZ: ~
ContentsPressure: 0
ContentsFlowRate: 0
IncludedInStatics: true
StaticsStep1: Catenary
StaticsStep2: Full statics
StaticsSeabedFrictionPolicy: None
DrawNodesAsDiscs: false
DrawShadedNodesAsSpheres: true
- Name: Ring Line2
IncludeTorsion: false
TopEnd: End A
LengthAndEndOrientations: Explicit
Representation: Finite element
PyModel: (none)
PreBendSpecifiedBy: Curvature
DragFormulation: Standard
StaticsVIV: None
DynamicsVIV: None
WaveCalculationMethod: Specified by environment
? Connection, ConnectionX, ConnectionY, ConnectionZ, ConnectionAzimuth, ConnectionDeclination,
ConnectionGamma, ConnectionReleaseStage, ConnectionzRelativeTo
: - - 6D Buoy2
- 0
- 0
- 0
- 90
- 90
- 0
- ~
- - 6D Buoy3
- 0
- 0
- 0
- 90
- 90
- 0
- ~
ConnectionxBendingStiffness, ConnectionyBendingStiffness:
- - Infinity
- ~
- - Infinity
- ~
? ConnectionInitialArclength, ConnectionPayoutRate, ConnectionShortestViableSegmentFactor,
ConnectionApplyRamp, ConnectionUseSmoothGrowth
: - - ~
- 0
- 0.001
- - ~
- 0
- 0.001
Sections:
- LineType: Plastic Ring
Length: 3.926990817
NumberOfSegments: 1
DisturbanceVessel: (none)
DecoupleLateralAndAxialSeabedFriction: false
CoveredSectionsWarnIfLineLeavesCover: true
ContentsMethod: Uniform
IncludeAxialContentsInertia: true
ContentsDensity: 0
ContentsTemperature: ~
ContentsPressureRefZ: ~
ContentsPressure: 0
ContentsFlowRate: 0
IncludedInStatics: true
StaticsStep1: Catenary
StaticsStep2: Full statics
StaticsSeabedFrictionPolicy: None
DrawNodesAsDiscs: false
DrawShadedNodesAsSpheres: true
- Name: Ring Line3
IncludeTorsion: false
TopEnd: End A
LengthAndEndOrientations: Explicit
Representation: Finite element
PyModel: (none)
PreBendSpecifiedBy: Curvature
DragFormulation: Standard
StaticsVIV: None
DynamicsVIV: None
WaveCalculationMethod: Specified by environment
? Connection, ConnectionX, ConnectionY, ConnectionZ, ConnectionAzimuth, ConnectionDeclination,
ConnectionGamma, ConnectionReleaseStage, ConnectionzRelativeTo
: - - 6D Buoy3
- 0
- 0
- 0
- 90
... truncated (25845 total lines)20_generic_objects.yml — 25845 lines
Semantic Validation (Pre-Statics)
6 of 7 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| 3DBuoys | 1658 | 0 | 0 | 0 | MATCH |
| 6DBuoys | 1280 | 0 | 0 | 0 | MATCH |
| Environment | 43 | 0 | 1 | 0 | MISSING |
| General | 22 | 0 | 0 | 0 | MATCH |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 99 | 0 | 0 | 0 | MATCH |
| Lines | 8280 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Ring Line1 | End A Tension | 1.92 | 1.92 | 0.00% | 1.92 | 0.00% | 0.00% | OK |
| End B Tension | 1.77 | 1.77 | 0.00% | 1.77 | 0.00% | 0.00% | OK |
| Max Tension | 1.92 | 1.92 | 0.00% | 1.92 | 0.00% | 0.00% | OK |
| Max Bending | 28.98 | 28.98 | 0.00% | 28.98 | 0.00% | 0.00% | OK |
| Ring Line2 | End A Tension | 2.81 | 2.81 | 0.00% | 2.81 | 0.00% | 0.00% | OK |
| End B Tension | 3.27 | 3.27 | 0.00% | 3.27 | 0.00% | 0.00% | OK |
| Max Tension | 3.27 | 3.27 | 0.00% | 3.27 | 0.00% | 0.00% | OK |
| Max Bending | 30.49 | 30.49 | 0.00% | 30.49 | 0.00% | 0.00% | OK |
| Ring Line3 | End A Tension | 3.27 | 3.27 | 0.00% | 3.27 | 0.00% | 0.00% | OK |
| End B Tension | 3.23 | 3.23 | 0.00% | 3.23 | 0.00% | 0.00% | OK |
| Max Tension | 3.31 | 3.31 | 0.00% | 3.31 | 0.00% | 0.00% | OK |
| Max Bending | 28.44 | 28.44 | 0.00% | 28.44 | 0.00% | 0.00% | OK |
| Ring Line4 | End A Tension | 2.13 | 2.13 | 0.00% | 2.13 | 0.00% | 0.00% | OK |
| End B Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| Max Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| Max Bending | 29.18 | 29.18 | 0.00% | 29.18 | 0.00% | 0.00% | OK |
| Ring Line5 | End A Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| End B Tension | 2.15 | 2.15 | 0.00% | 2.15 | 0.00% | 0.00% | OK |
| Max Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| Max Bending | 29.07 | 29.07 | 0.00% | 29.07 | 0.00% | 0.00% | OK |
| Ring Line6 | End A Tension | 3.19 | 3.19 | 0.00% | 3.19 | 0.00% | 0.00% | OK |
| End B Tension | 3.21 | 3.21 | 0.00% | 3.21 | 0.00% | 0.00% | OK |
| Max Tension | 3.26 | 3.26 | 0.00% | 3.26 | 0.00% | 0.00% | OK |
| Max Bending | 28.38 | 28.38 | 0.00% | 28.38 | 0.00% | 0.00% | OK |
| Ring Line7 | End A Tension | 3.21 | 3.21 | 0.00% | 3.21 | 0.00% | 0.00% | OK |
| End B Tension | 2.74 | 2.74 | 0.00% | 2.74 | 0.00% | 0.00% | OK |
| Max Tension | 3.21 | 3.21 | 0.00% | 3.21 | 0.00% | 0.00% | OK |
| Max Bending | 30.51 | 30.51 | 0.00% | 30.51 | 0.00% | 0.00% | OK |
| Ring Line8 | End A Tension | 1.24 | 1.24 | 0.00% | 1.24 | 0.00% | 0.00% | OK |
| End B Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| Max Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| Max Bending | 28.77 | 28.77 | 0.00% | 28.77 | 0.00% | 0.00% | OK |
| Ring Line9 | End A Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| End B Tension | 1.24 | 1.24 | 0.00% | 1.24 | 0.00% | 0.00% | OK |
| Max Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| Max Bending | 28.77 | 28.77 | 0.00% | 28.77 | 0.00% | 0.00% | OK |
| Ring Line10 | End A Tension | 2.74 | 2.74 | 0.00% | 2.74 | 0.00% | 0.00% | OK |
| End B Tension | 3.21 | 3.21 | 0.00% | 3.21 | 0.00% | 0.00% | OK |
| Max Tension | 3.21 | 3.21 | 0.00% | 3.21 | 0.00% | 0.00% | OK |
| Max Bending | 30.51 | 30.51 | 0.00% | 30.51 | 0.00% | 0.00% | OK |
| Ring Line11 | End A Tension | 3.21 | 3.21 | 0.00% | 3.21 | 0.00% | 0.00% | OK |
| End B Tension | 3.19 | 3.19 | 0.00% | 3.19 | 0.00% | 0.00% | OK |
| Max Tension | 3.26 | 3.26 | 0.00% | 3.26 | 0.00% | 0.00% | OK |
| Max Bending | 28.38 | 28.38 | 0.00% | 28.38 | 0.00% | 0.00% | OK |
| Ring Line12 | End A Tension | 2.15 | 2.15 | 0.00% | 2.15 | 0.00% | 0.00% | OK |
| End B Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| Max Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| Max Bending | 29.07 | 29.07 | 0.00% | 29.07 | 0.00% | 0.00% | OK |
| Ring Line13 | End A Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| End B Tension | 2.13 | 2.13 | 0.00% | 2.13 | 0.00% | 0.00% | OK |
| Max Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| Max Bending | 29.18 | 29.18 | 0.00% | 29.18 | 0.00% | 0.00% | OK |
| Ring Line14 | End A Tension | 3.23 | 3.23 | 0.00% | 3.23 | 0.00% | 0.00% | OK |
| End B Tension | 3.27 | 3.27 | 0.00% | 3.27 | 0.00% | 0.00% | OK |
| Max Tension | 3.31 | 3.31 | 0.00% | 3.31 | 0.00% | 0.00% | OK |
| Max Bending | 28.44 | 28.44 | 0.00% | 28.44 | 0.00% | 0.00% | OK |
| Ring Line15 | End A Tension | 3.27 | 3.27 | 0.00% | 3.27 | 0.00% | 0.00% | OK |
| End B Tension | 2.81 | 2.81 | 0.00% | 2.81 | 0.00% | 0.00% | OK |
| Max Tension | 3.27 | 3.27 | 0.00% | 3.27 | 0.00% | 0.00% | OK |
| Max Bending | 30.49 | 30.49 | 0.00% | 30.49 | 0.00% | 0.00% | OK |
| Ring Line16 | End A Tension | 1.77 | 1.77 | 0.00% | 1.77 | 0.00% | 0.00% | OK |
| End B Tension | 1.92 | 1.92 | 0.00% | 1.92 | 0.00% | 0.00% | OK |
| Max Tension | 1.92 | 1.92 | 0.00% | 1.92 | 0.00% | 0.00% | OK |
| Max Bending | 28.98 | 28.98 | 0.00% | 28.98 | 0.00% | 0.00% | OK |
| Vertical SRH1.1 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.2 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.3 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.4 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.5 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.6 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.7 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.8 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.9 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.10 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.11 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.12 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.13 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.14 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.15 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.16 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,1 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,2 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,3 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,4 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,5 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,6 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,7 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,8 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,9 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,10 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,11 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,12 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,13 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,14 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,15 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,16 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,17 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,18 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,19 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,20 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,21 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,22 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,23 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,24 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,25 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,26 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,27 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,28 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,29 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,30 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,31 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,32 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.17 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.18 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.19 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.20 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.21 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.22 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.23 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.24 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.25 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.26 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.27 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.28 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.29 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.30 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.31 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.32 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,33 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,34 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,35 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,36 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,37 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,38 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,39 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,40 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,41 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,42 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,43 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,44 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,45 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,46 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,47 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,48 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.33 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.34 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.35 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.36 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.37 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.38 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.39 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.40 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.41 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.42 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.43 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.44 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.45 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.46 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.47 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.48 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base1 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base2 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base3 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base4 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base5 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base6 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base7 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base8 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base9 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base10 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base11 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base12 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base13 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base14 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base15 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base16 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line1 | End A Tension | 2.92 | 2.92 | 0.00% | 2.92 | 0.00% | 0.00% | OK |
| End B Tension | 2.92 | 2.92 | 0.00% | 2.92 | 0.00% | 0.00% | OK |
| Max Tension | 2.92 | 2.92 | 0.00% | 2.92 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line2 | End A Tension | 2.92 | 2.92 | 0.00% | 2.92 | 0.00% | 0.00% | OK |
| End B Tension | 2.92 | 2.92 | 0.00% | 2.92 | 0.00% | 0.00% | OK |
| Max Tension | 2.92 | 2.92 | 0.00% | 2.92 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line4 | End A Tension | 2.02 | 2.02 | 0.00% | 2.02 | 0.00% | 0.00% | OK |
| End B Tension | 2.02 | 2.02 | 0.00% | 2.02 | 0.00% | 0.00% | OK |
| Max Tension | 2.02 | 2.02 | 0.00% | 2.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line5 | End A Tension | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| End B Tension | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| Max Tension | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line6 | End A Tension | 4.08 | 4.08 | 0.00% | 4.08 | 0.00% | 0.00% | OK |
| End B Tension | 4.08 | 4.08 | 0.00% | 4.08 | 0.00% | 0.00% | OK |
| Max Tension | 4.08 | 4.08 | 0.00% | 4.08 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line7 | End A Tension | 2.94 | 2.94 | 0.00% | 2.94 | 0.00% | 0.00% | OK |
| End B Tension | 2.94 | 2.94 | 0.00% | 2.94 | 0.00% | 0.00% | OK |
| Max Tension | 2.94 | 2.94 | 0.00% | 2.94 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line8 | End A Tension | 2.94 | 2.94 | 0.00% | 2.94 | 0.00% | 0.00% | OK |
| End B Tension | 2.94 | 2.94 | 0.00% | 2.94 | 0.00% | 0.00% | OK |
| Max Tension | 2.94 | 2.94 | 0.00% | 2.94 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line9 | End A Tension | 5.78 | 5.78 | 0.00% | 5.78 | 0.00% | 0.00% | OK |
| End B Tension | 5.78 | 5.78 | 0.00% | 5.78 | 0.00% | 0.00% | OK |
| Max Tension | 5.78 | 5.78 | 0.00% | 5.78 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line10 | End A Tension | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| End B Tension | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| Max Tension | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line11 | End A Tension | 2.02 | 2.02 | 0.00% | 2.02 | 0.00% | 0.00% | OK |
| End B Tension | 2.02 | 2.02 | 0.00% | 2.02 | 0.00% | 0.00% | OK |
| Max Tension | 2.02 | 2.02 | 0.00% | 2.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line12 | End A Tension | 4.08 | 4.08 | 0.00% | 4.08 | 0.00% | 0.00% | OK |
| End B Tension | 4.08 | 4.08 | 0.00% | 4.08 | 0.00% | 0.00% | OK |
| Max Tension | 4.08 | 4.08 | 0.00% | 4.08 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Ring Line17 | End A Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| End B Tension | 1.24 | 1.24 | 0.00% | 1.24 | 0.00% | 0.00% | OK |
| Max Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| Max Bending | 28.77 | 28.77 | 0.00% | 28.77 | 0.00% | 0.00% | OK |
| Ring Line18 | End A Tension | 2.74 | 2.74 | 0.00% | 2.74 | 0.00% | 0.00% | OK |
| End B Tension | 3.21 | 3.21 | 0.00% | 3.21 | 0.00% | 0.00% | OK |
| Max Tension | 3.21 | 3.21 | 0.00% | 3.21 | 0.00% | 0.00% | OK |
| Max Bending | 30.51 | 30.51 | 0.00% | 30.51 | 0.00% | 0.00% | OK |
| Ring Line19 | End A Tension | 3.21 | 3.21 | 0.00% | 3.21 | 0.00% | 0.00% | OK |
| End B Tension | 3.19 | 3.19 | 0.00% | 3.19 | 0.00% | 0.00% | OK |
| Max Tension | 3.26 | 3.26 | 0.00% | 3.26 | 0.00% | 0.00% | OK |
| Max Bending | 28.38 | 28.38 | 0.00% | 28.38 | 0.00% | 0.00% | OK |
| Ring Line20 | End A Tension | 2.15 | 2.15 | 0.00% | 2.15 | 0.00% | 0.00% | OK |
| End B Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| Max Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| Max Bending | 29.07 | 29.07 | 0.00% | 29.07 | 0.00% | 0.00% | OK |
| Ring Line21 | End A Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| End B Tension | 2.13 | 2.13 | 0.00% | 2.13 | 0.00% | 0.00% | OK |
| Max Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| Max Bending | 29.18 | 29.18 | 0.00% | 29.18 | 0.00% | 0.00% | OK |
| Ring Line22 | End A Tension | 3.23 | 3.23 | 0.00% | 3.23 | 0.00% | 0.00% | OK |
| End B Tension | 3.27 | 3.27 | 0.00% | 3.27 | 0.00% | 0.00% | OK |
| Max Tension | 3.31 | 3.31 | 0.00% | 3.31 | 0.00% | 0.00% | OK |
| Max Bending | 28.44 | 28.44 | 0.00% | 28.44 | 0.00% | 0.00% | OK |
| Ring Line23 | End A Tension | 3.27 | 3.27 | 0.00% | 3.27 | 0.00% | 0.00% | OK |
| End B Tension | 2.81 | 2.81 | 0.00% | 2.81 | 0.00% | 0.00% | OK |
| Max Tension | 3.27 | 3.27 | 0.00% | 3.27 | 0.00% | 0.00% | OK |
| Max Bending | 30.49 | 30.49 | 0.00% | 30.49 | 0.00% | 0.00% | OK |
| Ring Line24 | End A Tension | 1.77 | 1.77 | 0.00% | 1.77 | 0.00% | 0.00% | OK |
| End B Tension | 1.92 | 1.92 | 0.00% | 1.92 | 0.00% | 0.00% | OK |
| Max Tension | 1.92 | 1.92 | 0.00% | 1.92 | 0.00% | 0.00% | OK |
| Max Bending | 28.98 | 28.98 | 0.00% | 28.98 | 0.00% | 0.00% | OK |
| Ring Line25 | End A Tension | 1.92 | 1.92 | 0.00% | 1.92 | 0.00% | 0.00% | OK |
| End B Tension | 1.77 | 1.77 | 0.00% | 1.77 | 0.00% | 0.00% | OK |
| Max Tension | 1.92 | 1.92 | 0.00% | 1.92 | 0.00% | 0.00% | OK |
| Max Bending | 28.98 | 28.98 | 0.00% | 28.98 | 0.00% | 0.00% | OK |
| Ring Line26 | End A Tension | 2.81 | 2.81 | 0.00% | 2.81 | 0.00% | 0.00% | OK |
| End B Tension | 3.27 | 3.27 | 0.00% | 3.27 | 0.00% | 0.00% | OK |
| Max Tension | 3.27 | 3.27 | 0.00% | 3.27 | 0.00% | 0.00% | OK |
| Max Bending | 30.49 | 30.49 | 0.00% | 30.49 | 0.00% | 0.00% | OK |
| Ring Line27 | End A Tension | 3.27 | 3.27 | 0.00% | 3.27 | 0.00% | 0.00% | OK |
| End B Tension | 3.23 | 3.23 | 0.00% | 3.23 | 0.00% | 0.00% | OK |
| Max Tension | 3.31 | 3.31 | 0.00% | 3.31 | 0.00% | 0.00% | OK |
| Max Bending | 28.44 | 28.44 | 0.00% | 28.44 | 0.00% | 0.00% | OK |
| Ring Line28 | End A Tension | 2.13 | 2.13 | 0.00% | 2.13 | 0.00% | 0.00% | OK |
| End B Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| Max Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| Max Bending | 29.18 | 29.18 | 0.00% | 29.18 | 0.00% | 0.00% | OK |
| Ring Line29 | End A Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| End B Tension | 2.15 | 2.15 | 0.00% | 2.15 | 0.00% | 0.00% | OK |
| Max Tension | 2.32 | 2.32 | 0.00% | 2.32 | 0.00% | 0.00% | OK |
| Max Bending | 29.07 | 29.07 | 0.00% | 29.07 | 0.00% | 0.00% | OK |
| Ring Line30 | End A Tension | 3.19 | 3.19 | 0.00% | 3.19 | 0.00% | 0.00% | OK |
| End B Tension | 3.21 | 3.21 | 0.00% | 3.21 | 0.00% | 0.00% | OK |
| Max Tension | 3.26 | 3.26 | 0.00% | 3.26 | 0.00% | 0.00% | OK |
| Max Bending | 28.38 | 28.38 | 0.00% | 28.38 | 0.00% | 0.00% | OK |
| Ring Line31 | End A Tension | 3.21 | 3.21 | 0.00% | 3.21 | 0.00% | 0.00% | OK |
| End B Tension | 2.74 | 2.74 | 0.00% | 2.74 | 0.00% | 0.00% | OK |
| Max Tension | 3.21 | 3.21 | 0.00% | 3.21 | 0.00% | 0.00% | OK |
| Max Bending | 30.51 | 30.51 | 0.00% | 30.51 | 0.00% | 0.00% | OK |
| Ring Line32 | End A Tension | 1.24 | 1.24 | 0.00% | 1.24 | 0.00% | 0.00% | OK |
| End B Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| Max Tension | 1.34 | 1.34 | 0.00% | 1.34 | 0.00% | 0.00% | OK |
| Max Bending | 28.77 | 28.77 | 0.00% | 28.77 | 0.00% | 0.00% | OK |
| Vertical SRH1.49 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.50 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.51 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.52 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.53 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.54 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.55 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.56 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.57 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.58 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.59 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.60 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.61 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.62 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.63 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.64 | End A Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| End B Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Tension | 0.11 | 0.11 | 0.00% | 0.11 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,49 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,50 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,51 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,52 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,53 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,54 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,55 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,56 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,57 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,58 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,59 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,60 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,61 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,62 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,63 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,64 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,65 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,66 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,67 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,68 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,69 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,70 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,71 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,72 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,73 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,74 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,75 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,76 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,77 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,78 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,79 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,80 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.65 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.66 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.67 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.68 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.69 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.70 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.71 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.72 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.73 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.74 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.75 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.76 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.77 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.78 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.79 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.80 | End A Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| End B Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Tension | 0.07 | 0.07 | 0.00% | 0.07 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,81 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,82 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,83 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,84 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,85 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,86 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,87 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,88 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,89 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,90 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,91 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,92 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,93 | End A Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| End B Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,94 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,95 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Hoop1,96 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.81 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.82 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.83 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.84 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.85 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.86 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.87 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.88 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.89 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.90 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.91 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.92 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.93 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.94 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.95 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Vertical SRH1.96 | End A Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| End B Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Tension | 0.03 | 0.03 | 0.00% | 0.03 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base17 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base18 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base19 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base20 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base21 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base22 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base23 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base24 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base25 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base26 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base27 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base28 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base29 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base30 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base31 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Base32 | End A Tension | -0.00 | -0.00 | 0.00% | -0.00 | 0.00% | 0.00% | OK |
| End B Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Tension | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line13 | End A Tension | 2.94 | 2.94 | 0.00% | 2.94 | 0.00% | 0.00% | OK |
| End B Tension | 2.94 | 2.94 | 0.00% | 2.94 | 0.00% | 0.00% | OK |
| Max Tension | 2.94 | 2.94 | 0.00% | 2.94 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line14 | End A Tension | 2.94 | 2.94 | 0.00% | 2.94 | 0.00% | 0.00% | OK |
| End B Tension | 2.94 | 2.94 | 0.00% | 2.94 | 0.00% | 0.00% | OK |
| Max Tension | 2.94 | 2.94 | 0.00% | 2.94 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line15 | End A Tension | 5.78 | 5.78 | 0.00% | 5.78 | 0.00% | 0.00% | OK |
| End B Tension | 5.78 | 5.78 | 0.00% | 5.78 | 0.00% | 0.00% | OK |
| Max Tension | 5.78 | 5.78 | 0.00% | 5.78 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line16 | End A Tension | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| End B Tension | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| Max Tension | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line17 | End A Tension | 2.02 | 2.02 | 0.00% | 2.02 | 0.00% | 0.00% | OK |
| End B Tension | 2.02 | 2.02 | 0.00% | 2.02 | 0.00% | 0.00% | OK |
| Max Tension | 2.02 | 2.02 | 0.00% | 2.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line18 | End A Tension | 4.08 | 4.08 | 0.00% | 4.08 | 0.00% | 0.00% | OK |
| End B Tension | 4.08 | 4.08 | 0.00% | 4.08 | 0.00% | 0.00% | OK |
| Max Tension | 4.08 | 4.08 | 0.00% | 4.08 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line22 | End A Tension | 2.02 | 2.02 | 0.00% | 2.02 | 0.00% | 0.00% | OK |
| End B Tension | 2.02 | 2.02 | 0.00% | 2.02 | 0.00% | 0.00% | OK |
| Max Tension | 2.02 | 2.02 | 0.00% | 2.02 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line23 | End A Tension | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| End B Tension | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| Max Tension | 2.14 | 2.14 | 0.00% | 2.14 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Line24 | End A Tension | 4.08 | 4.08 | 0.00% | 4.08 | 0.00% | 0.00% | OK |
| End B Tension | 4.08 | 4.08 | 0.00% | 4.08 | 0.00% | 0.00% | OK |
| Max Tension | 4.08 | 4.08 | 0.00% | 4.08 | 0.00% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
K03 15MW semi-sub FOWT
Static Profile
Model Info
| Property | Value |
|---|
| File | K03 15MW semi-sub FOWT.dat |
| Size | 1478 KB |
| Objects | 82 |
| Lines | 4 |
| Links | 0 |
| Vessels | 1 |
| 6D Buoys | 5 |
| Statics Time | 1.184 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Tower | 129.4 | 26 | -9390.5 | -23928.7 | -9390.5 | 148147.59 |
| Mooring1 | 850.0 | 85 | 3421.6 | 1276.4 | 3421.6 | 0.00 |
| Mooring2 | 850.0 | 85 | 2137.3 | 245.3 | 2137.3 | 0.00 |
| Mooring3 | 850.0 | 85 | 2112.9 | 233.9 | 2112.9 | 0.00 |
Input Files
spec.yml (2419.2 KB)
metadata:
name: mono
description: Extracted from mono.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 200
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: JONSWAP
height: 4
period: 8.52552
direction: 180
current:
speed: 0
direction: 180
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 17.1
direction: 180
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 200
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Partially specified
WaveHs: 4
WaveTz: 8.52552
WaveGamma: 1
WaveNumberOfComponents: 200
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: NPD spectrum
AirDensity: 0.001225
AirSpeedOfSound: 343
WindSpectrumElevation: 150
WindSpectrumFMin: 0.0016666666666666668
WindSpectrumFMax: 0.43
WindTimeOrigin: 0
WindSeed: 1796823655
NumberOfWindComponents: 1000
WindSpeed: 17.1
WindDirection: 180
VerticalWindVariationFactor: ~
simulation:
stages:
- 12
- 150
time_step: 0.1
generic:
line_types:
- name: Tower line type
category: Homogeneous pipe
outer_diameter: Tower OD
inner_diameter: Tower ID
properties:
MaterialDensity: 8.346
E: 200e6
PoissonRatio: 0.261
ExpansionTable: None
Cdn: 1
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: Tower damping
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 5
- Solid
- White
- name: Mooring line type
category: General
outer_diameter: 0.3333231802
inner_diameter: 0
mass_per_length: 0.685
bending_stiffness:
- 0.01
- ~
axial_stiffness: 3.27e6
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: 0.61975
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 1
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2
- ~
- 1.15
Cl: 0
NormalDragLiftDiameter: 0.185
AxialDragLiftDiameter: 0.058887328944001276
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 2
- Solid
- Lime
vessel_types:
- name: VolturnUS-S type
... truncated (106560 total lines)spec.yml — 106560 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 12
- 150
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (2.0 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: NPD spectrum
AirDensity: 0.001225
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
SeabedSlope: 0.0
WindTimeOrigin: 0
WindSeed: 1796823655
WindSpectrumFMax: 0.43
WindSpectrumFMin: 0.0016666666666666668
NumberOfWindComponents: 1000
WindSpectrumElevation: 150
Density: 1.025
SeabedOriginDepth: 200.0
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 180.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Partially specified
WaveHs: 4.0
WaveTz: 8.52552
WaveGamma: 3.3
WaveNumberOfComponents: 200
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 17.1
WindDirection: 180.003_environment.yml — 75 lines
includes/20_generic_objects.yml (1999.6 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Double
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
UserDefinedResults:
- Name: Generator power
UserDefinedResultScriptFileSource: Embedded
UserDefinedResultScript: "def genPwr(info):\r\n power = info.modelObject.TimeHistory('Generator\
\ power', info.period, info.objectExtra)\r\n return power * 0.95756\r\n\r\
\ndef UserDefinedResults(model):\r\n return (\r\n {\r\n \
\ 'ObjectType': OrcFxAPI.otTurbine,\r\n 'Name': 'Generator power\
\ (95.76%)',\r\n 'Units': '$P',\r\n 'TimeDomainFunction':\
\ genPwr\r\n },\r\n )"
VariableData:
Externalfunctions:
- Source: External file
FileName: BladedControllerWrapper.dll
FunctionName: BladedController
InitialValue: 0
TimeStep: Outer time step
Name: Controller
Linetypediameter:
- IndependentValue, DependentValue:
- - 0
- 6.4881
- - 12.386
- 9.9801
- - 25.386
- 9.9802
- - 38.386
- 9.9488
- - 51.386
- 9.9437
- - 64.386
- 9.9088
- - 77.386
- 9.9021
- - 90.386
- 9.8668
- - 103.386
- 9.8606
- - 116.386
- 9.8259
- - 129.386
- 9.82
Name: Tower ID
- IndependentValue, DependentValue:
- - 0
- 6.5
- - 12.386
- 10
- - 25.386
- 10
- - 38.386
- 10
- - 51.386
- 10
- - 64.386
- 10
- - 77.386
- 10
- - 90.386
- 10
- - 103.386
- 10
- - 116.386
- 10
- - 129.386
- 10
Name: Tower OD
LineTypes:
- Name: Tower line type
Category: Homogeneous pipe
MaterialDensity: 8.346
E: 200e6
PoissonRatio: 0.261
ExpansionTable: None
Cdn: 1
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: Tower damping
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 5
- Solid
- White
OD: Tower OD
ID: Tower ID
- Name: Mooring line type
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: 0.61975
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 1
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2
- ~
- 1.15
Cl: 0
NormalDragLiftDiameter: 0.185
AxialDragLiftDiameter: 0.058887328944001276
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 2
- Solid
- Lime
OD: 0.3333231802
ID: 0.0
MassPerUnitLength: 0.685
EI:
- 0.01
- ~
EA: 3.27e6
VesselTypes:
- Name: VolturnUS-S type
RAOResponseUnits: radians
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: leads
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: xz plane
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: original
QTFConventionsFrameOfReference: earth
Draughts:
- Name: Draught1
Mass: 20.28719e3
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 43.96e6
- -396.305
- -1.013e6
- - -396.305
- 43.86e6
- -14.228244e3
- - -1.013e6
- -14.228244e3
- 23.96e6
CentreOfMass:
- 0.33539
- 0.00466
- -2.0404
DisplacementRAOs:
RAOOrigin:
- 0
- 0
- 0
PhaseOrigin:
- 0
- 0
- 0
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- - 4
- 0.050984047737396766
- 261.73936202186246
- 5.08402059904126e-08
- 96.34357889304835
- 0.0011791769031157782
- 112.50945724784191
- 4.940510199698591e-09
- 277.71658246929115
- 6.819490334517753e-05
- 261.4357407406961
- 1.4223823828463896e-07
- 267.5287434985707
- - 5
- 0.08171147925162377
- 137.8888458839109
- 1.4979761929295494e-07
- 89.91348955803197
- 0.019885939189749572
- 111.33070614783226
- 3.207504858081952e-08
- 282.63883981095404
- 0.00027124729004418253
- 157.60909617758074
- 2.751413452643269e-07
- 156.6723453202359
- - 5.5
- 0.08409451289275423
- 133.34493388069743
- 3.083000444600634e-07
- 82.55438387755311
- 0.037414498782823755
- 89.60025486224312
- 6.759708393282159e-08
- 262.4269076634187
- 0.0005188824519834484
- 165.86011528922785
- 3.1185034649909565e-07
- 164.78063904192015
- - 6
- 0.07150448228365569
- 359.64922804502197
- 5.484594228304811e-07
- 72.76073166679402
- 0.06808531403121966
- 76.56942133527191
- 1.2418292164715202e-07
- 256.5937235249824
- 0.00025700226835796475
- 135.43252955771206
- 9.9041718025058e-08
- 40.81790397258485
- - 6.5
- 0.19127112030439378
- 358.2644413370228
- 6.721439153093019e-07
- 85.02600733183516
- 0.07981746531888538
- 81.80475285031723
- 1.402805984333834e-07
- 265.3913515568517
- 0.000612018921241391
- 61.88252235467364
- 4.858578443557961e-07
- 29.791718554576192
... truncated (106377 total lines)20_generic_objects.yml — 106377 lines
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Tower | End A Tension | -9390.51 | -9387.53 | 0.03% | -9387.53 | 0.03% | 0.00% | OK |
| End B Tension | -23928.71 | -23924.28 | 0.02% | -23924.28 | 0.02% | 0.00% | OK |
| Max Tension | -9390.51 | -9387.53 | 0.03% | -9387.53 | 0.03% | 0.00% | OK |
| Max Bending | 148147.59 | 195678.85 | 24.29% | 195678.85 | 24.29% | 0.00% | HIGH |
| Mooring1 | End A Tension | 3421.58 | 3429.38 | 0.23% | 3429.38 | 0.23% | 0.00% | OK |
| End B Tension | 1276.35 | 1283.25 | 0.54% | 1283.25 | 0.54% | 0.00% | OK |
| Max Tension | 3421.58 | 3429.38 | 0.23% | 3429.38 | 0.23% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring2 | End A Tension | 2137.27 | 2131.64 | 0.26% | 2131.64 | 0.26% | 0.00% | OK |
| End B Tension | 245.25 | 243.13 | 0.87% | 243.13 | 0.87% | 0.00% | OK |
| Max Tension | 2137.27 | 2131.64 | 0.26% | 2131.64 | 0.26% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring3 | End A Tension | 2112.88 | 2111.30 | 0.07% | 2111.30 | 0.07% | 0.00% | OK |
| End B Tension | 233.93 | 233.33 | 0.26% | 233.33 | 0.26% | 0.00% | OK |
| Max Tension | 2112.88 | 2111.30 | 0.07% | 2111.30 | 0.07% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
L03 Semi-sub multibody analysis
Static Profile
Model Info
| Property | Value |
|---|
| File | L03 Semi-sub multibody analysis.dat |
| Size | 1972 KB |
| Objects | 42 |
| Lines | 18 |
| Links | 0 |
| Vessels | 4 |
| 6D Buoys | 0 |
| Statics Time | 1.615 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Mooring1 | 835.5 | 84 | 1048.9 | 732.8 | 1048.9 | 0.00 |
| Mooring2 | 835.5 | 84 | 1180.7 | 881.6 | 1180.7 | 0.00 |
| Mooring3 | 835.5 | 84 | 1079.0 | 766.8 | 1079.0 | 0.00 |
| Delta Upper Pontoon Upper 1 | 38.0 | 8 | 182.1 | 181.8 | 182.1 | 800.72 |
| Delta Upper Pontoon Upper 2 | 38.0 | 8 | 251.5 | 251.9 | 251.9 | 806.26 |
| Delta Upper Pontoon Upper 3 | 38.0 | 8 | 253.3 | 253.2 | 253.3 | 800.11 |
| Delta Lower Pontoon Upper 1 | 26.0 | 5 | 103.0 | 103.4 | 103.4 | 737.04 |
| Delta Lower Pontoon Upper 2 | 26.0 | 5 | 129.4 | 128.8 | 129.4 | 746.16 |
| Delta Lower Pontoon Upper 3 | 26.0 | 5 | 128.4 | 128.6 | 128.6 | 733.57 |
| Y Pontoon Upper 1 | 19.6 | 4 | 273.4 | 273.4 | 273.4 | 249.69 |
| Y Pontoon Upper 2 | 19.6 | 4 | 211.6 | 211.3 | 211.6 | 228.37 |
| Y Pontoon Upper 3 | 19.6 | 4 | 282.4 | 282.6 | 282.6 | 260.47 |
| Y Pontoon Lower 1 | 13.6 | 3 | 105.9 | 105.8 | 105.9 | 260.85 |
| Y Pontoon Lower 2 | 13.6 | 3 | 109.0 | 109.4 | 109.4 | 223.38 |
| Y Pontoon Lower 3 | 13.6 | 3 | 135.9 | 135.7 | 135.9 | 281.77 |
| Cross Brace 1 | 32.0 | 16 | -25.9 | -182.2 | -25.9 | 1143.65 |
| Cross Brace 2 | 32.0 | 16 | 80.9 | -76.1 | 80.9 | 1142.10 |
| Cross Brace 3 | 32.0 | 16 | -81.9 | -237.9 | -81.9 | 1145.34 |
Input Files
spec.yml (3952.8 KB)
metadata:
name: l03_semi_sub_multibody_analysis
description: Extracted from L03 Semi-sub multibody analysis.yml
structure: generic
operation: generic
project: model_library
version: '1.0'
environment:
water:
depth: 200.0
density: 1.025
seabed:
slope: 0.0
stiffness:
normal: 100.0
shear: 100.0
friction_coefficient: 0.3
waves:
type: JONSWAP
height: 7.0
period: 8.0
direction: 135.0
phase: 0
gamma: 3.3
current:
speed: 0.0
direction: 180.0
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0.0
direction: 0.0
reference_height: 10
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 200
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
UserSpecifiedRandomWaveSeeds: false
WaveFrequencySpectrumDiscretisationMethod: Equal energy
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 135
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Partially specified
WaveHs: 7
WaveTz: 8
WaveGamma: 1
WaveNumberOfComponents: 200
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
generic:
general_properties:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
line_types:
- name: Mooring line
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.1
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $FF8000
category: General
outer_diameter: 0.0766
inner_diameter: 0.0
mass_per_length: 0.11335
bending_stiffness:
- 0
- ~
axial_stiffness: 753.6e3
- name: Pontoons & cross bracing
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.28
ExpansionTable: None
GJ: 430.1e6
TensionTorqueCoupling: 0
... truncated (125031 total lines)spec.yml — 125031 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.05
LogPrecision: Single
TargetLogSampleInterval: 0.05
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 40
- 200
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.8 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
KinematicStretchingMethod: Vertical stretching
WaveFrequencySpectrumDiscretisationMethod: Equal energy
UserSpecifiedRandomWaveSeeds: false
SeabedSlope: 0.0
SeabedShearStiffness: 100.0
SeabedNormalStiffness: 100.0
Density: 1.025
SeabedOriginDepth: 200.0
WaveTrains:
- Name: Wave1
WaveType: JONSWAP
WaveDirection: 135.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveNumberOfSpectralDirections: 1
WaveJONSWAPParameters: Partially specified
WaveHs: 7.0
WaveTz: 8.0
WaveGamma: 3.3
WaveNumberOfComponents: 200
WaveSpectrumMinRelFrequency: 0.5
WaveSpectrumMaxRelFrequency: 10
WaveSpectrumMaxComponentFrequencyRange: 0.05
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 69 lines
includes/20_generic_objects.yml (3460.4 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
LineTypes:
- Name: Mooring line
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 0
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 1.1
- ~
- 0.008
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 1
- Solid
- $FF8000
OD: 0.0766
ID: 0.0
MassPerUnitLength: 0.11335
EI:
- 0
- ~
EA: 753.6e3
- Name: Pontoons & cross bracing
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: false
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.28
ExpansionTable: None
GJ: 430.1e6
TensionTorqueCoupling: 0
OuterContactDiameter: ~
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 0
- ~
- 0
Cm:
- 0
- 0
- 0
Cs: 0
Ce: 0
Cd:
- 0.63
- ~
- 0
Cl: 0
NormalDragLiftDiameter: ~
AxialDragLiftDiameter: ~
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
OD: 1.6
ID: 1.565
MassPerUnitLength: 0.683
EI:
- 572e6
- ~
EA: 1.827e9
VesselTypes:
- Name: Aft offset column type
RAOResponseUnits: radians
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: leads
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: None
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: original
QTFConventionsFrameOfReference: earth
Draughts:
- Name: Draught1
Mass: 4352.92
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 308.37052690000006e3
- 0
- 0
- - 0
- 308.37052690000006e3
- 0
- - 0
- 0
- 219.7386562e3
CentreOfMass:
- 0
- 0
- -13.75615581
DisplacementRAOs:
RAOOrigin:
- 0
- 0
- 0
PhaseOrigin:
- 28.87
- 0
- 0
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- 0
- - 3.75
- 0.04387875039373663
- 22.15250369368347
- 7.24657930331955e-07
- 147.7740961612343
- 0.00810489330058421
- 24.69834119845396
- 6.252724447831925e-09
- 327.39283784641486
- 0.0003348548663669842
- 23.390755401725407
- 3.763463723771692e-10
- 112.12327358935295
- - 4
- 0.03687168496332291
- 44.80430339094578
- 2.867790625872222e-07
- 245.37740119765212
- 0.009397544716002449
- 67.041190855062
- 3.2501706055789212e-09
- 64.6266094857534
- 0.0003329029317135194
- 55.985072732845076
- 2.797289246085092e-10
- 223.96635311979426
- - 4.25
- 0.01761083440313346
- 124.22487702881362
- 6.62230089854602e-07
- 270.80171501920995
- 0.007519495108617416
- 98.3879851255666
- 6.640186908501515e-09
- 92.36656478898568
- 0.00022090627971688332
- 81.4434155951058
- 9.78777655781661e-11
- 275.5242107179229
- - 4.5
- 0.04972738518702535
- 162.59136196541232
- 9.825065434900702e-07
- 321.8033349681991
- 0.006792599637271386
- 169.84214763375468
- 8.985064022393309e-09
- 132.4238719559505
- 0.00016766264049347855
- 105.85333861704467
- 4.055697298698845e-10
- 236.42563135475092
- - 4.75
- 0.08157036059841812
- 157.00907717802568
- 2.9170976148356173e-07
- 10.27000113697945
- 0.022956740707532494
- 248.1063219967035
- 1.8949128520450586e-09
- 118.05467544355338
- 0.00010142649091163139
- 140.2486392130394
- 7.945152887680487e-10
- 245.78921964325926
- - 5
- 0.11693555047247704
- 147.5763116267964
- 7.985451473195457e-07
- 285.7239009051304
- 0.030089953211417633
- 273.5659792896369
- 1.1348723666603551e-08
- 89.11696260146722
- 0.00013889678629775448
- 194.2353231280449
- 1.2370692503243062e-09
- 246.48657024064943
- - 5.25
- 0.15343485968599244
- 141.85208915623394
- 1.167416143666941e-06
- 320.531127764498
- 0.03311407655912683
- 260.53379481413214
- 1.421685579152096e-08
- 116.07204066138208
- 0.00024262288150759986
- 196.20418825306297
- 1.6626973370545604e-09
- 250.9642258845132
- - 5.5
- 0.18694864017591817
- 139.5019848339949
- 1.2705641128944467e-06
- 356.190493885439
- 0.037835327248997
- 241.14726078467257
- 1.4117336871812034e-08
- 140.1280482045731
- 0.00040069491147761696
- 171.35980884362374
- 1.9517725141363712e-09
- 256.34715277747955
- - 5.75
- 0.2133264639082969
... truncated (124834 total lines)20_generic_objects.yml — 124834 lines
Semantic Validation (Pre-Statics)
7 of 9 sections match, 1 significant differences
Per-section details
| Section | Matches | Diffs | Missing | Extra | Worst Significance |
| Environment | 42 | 1 | 1 | 0 | MISSING |
| General | 22 | 0 | 0 | 0 | MATCH |
| Groups | 2 | 0 | 0 | 0 | MATCH |
| LineTypes | 75 | 0 | 0 | 0 | MATCH |
| Lines | 543 | 0 | 15 | 0 | COSMETIC |
| MorisonElementTypes | 27 | 0 | 0 | 0 | MATCH |
| MultibodyGroups | 6 | 0 | 0 | 0 | MATCH |
| VesselTypes | 96 | 0 | 0 | 0 | MATCH |
| Vessels | 106 | 0 | 0 | 0 | MATCH |
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Mooring1 | End A Tension | 1048.87 | 1053.65 | 0.45% | 1053.65 | 0.45% | 0.00% | OK |
| End B Tension | 732.77 | 738.14 | 0.73% | 738.14 | 0.73% | 0.00% | OK |
| Max Tension | 1048.87 | 1053.65 | 0.45% | 1053.65 | 0.45% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring2 | End A Tension | 1180.68 | 1172.84 | 0.66% | 1172.84 | 0.66% | 0.00% | OK |
| End B Tension | 881.64 | 872.80 | 1.00% | 872.80 | 1.00% | 0.00% | WARN |
| Max Tension | 1180.68 | 1172.84 | 0.66% | 1172.84 | 0.66% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring3 | End A Tension | 1078.96 | 1080.93 | 0.18% | 1080.93 | 0.18% | 0.00% | OK |
| End B Tension | 766.76 | 768.97 | 0.29% | 768.97 | 0.29% | 0.00% | OK |
| Max Tension | 1078.96 | 1080.93 | 0.18% | 1080.93 | 0.18% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Delta Upper Pontoon Upper 1 | End A Tension | 182.08 | 180.49 | 0.87% | 180.49 | 0.87% | 0.00% | OK |
| End B Tension | 181.76 | 180.17 | 0.87% | 180.17 | 0.87% | 0.00% | OK |
| Max Tension | 182.08 | 180.49 | 0.87% | 180.49 | 0.87% | 0.00% | OK |
| Max Bending | 800.72 | 800.11 | 0.08% | 800.11 | 0.08% | 0.00% | OK |
| Delta Upper Pontoon Upper 2 | End A Tension | 251.48 | 258.57 | 2.74% | 258.57 | 2.74% | 0.00% | WARN |
| End B Tension | 251.93 | 259.02 | 2.73% | 259.02 | 2.73% | 0.00% | WARN |
| Max Tension | 251.93 | 259.02 | 2.73% | 259.02 | 2.73% | 0.00% | WARN |
| Max Bending | 806.26 | 806.37 | 0.01% | 806.37 | 0.01% | 0.00% | OK |
| Delta Upper Pontoon Upper 3 | End A Tension | 253.35 | 255.25 | 0.74% | 255.25 | 0.74% | 0.00% | OK |
| End B Tension | 253.22 | 255.13 | 0.75% | 255.13 | 0.75% | 0.00% | OK |
| Max Tension | 253.35 | 255.25 | 0.74% | 255.25 | 0.74% | 0.00% | OK |
| Max Bending | 800.11 | 799.54 | 0.07% | 799.54 | 0.07% | 0.00% | OK |
| Delta Lower Pontoon Upper 1 | End A Tension | 103.00 | 103.03 | 0.04% | 103.03 | 0.04% | 0.00% | OK |
| End B Tension | 103.45 | 103.48 | 0.03% | 103.48 | 0.03% | 0.00% | OK |
| Max Tension | 103.45 | 103.48 | 0.03% | 103.48 | 0.03% | 0.00% | OK |
| Max Bending | 737.04 | 735.86 | 0.16% | 735.86 | 0.16% | 0.00% | OK |
| Delta Lower Pontoon Upper 2 | End A Tension | 129.44 | 130.07 | 0.48% | 130.07 | 0.48% | 0.00% | OK |
| End B Tension | 128.81 | 129.46 | 0.50% | 129.46 | 0.50% | 0.00% | OK |
| Max Tension | 129.44 | 130.07 | 0.48% | 130.07 | 0.48% | 0.00% | OK |
| Max Bending | 746.16 | 746.10 | 0.01% | 746.10 | 0.01% | 0.00% | OK |
| Delta Lower Pontoon Upper 3 | End A Tension | 128.42 | 128.66 | 0.19% | 128.66 | 0.19% | 0.00% | OK |
| End B Tension | 128.60 | 128.83 | 0.18% | 128.83 | 0.18% | 0.00% | OK |
| Max Tension | 128.60 | 128.83 | 0.18% | 128.83 | 0.18% | 0.00% | OK |
| Max Bending | 733.57 | 732.33 | 0.17% | 732.33 | 0.17% | 0.00% | OK |
| Y Pontoon Upper 1 | End A Tension | 273.37 | 275.50 | 0.77% | 275.50 | 0.77% | 0.00% | OK |
| End B Tension | 273.43 | 275.56 | 0.77% | 275.56 | 0.77% | 0.00% | OK |
| Max Tension | 273.43 | 275.56 | 0.77% | 275.56 | 0.77% | 0.00% | OK |
| Max Bending | 249.69 | 249.92 | 0.09% | 249.92 | 0.09% | 0.00% | OK |
| Y Pontoon Upper 2 | End A Tension | 211.58 | 214.83 | 1.51% | 214.83 | 1.51% | 0.00% | WARN |
| End B Tension | 211.35 | 214.60 | 1.52% | 214.60 | 1.52% | 0.00% | WARN |
| Max Tension | 211.58 | 214.83 | 1.51% | 214.83 | 1.51% | 0.00% | WARN |
| Max Bending | 228.37 | 229.14 | 0.33% | 229.14 | 0.33% | 0.00% | OK |
| Y Pontoon Upper 3 | End A Tension | 282.43 | 285.34 | 1.02% | 285.34 | 1.02% | 0.00% | WARN |
| End B Tension | 282.61 | 285.51 | 1.02% | 285.51 | 1.02% | 0.00% | WARN |
| Max Tension | 282.61 | 285.51 | 1.02% | 285.51 | 1.02% | 0.00% | WARN |
| Max Bending | 260.47 | 259.81 | 0.25% | 259.81 | 0.25% | 0.00% | OK |
| Y Pontoon Lower 1 | End A Tension | 105.89 | 106.37 | 0.45% | 106.37 | 0.45% | 0.00% | OK |
| End B Tension | 105.81 | 106.28 | 0.45% | 106.28 | 0.45% | 0.00% | OK |
| Max Tension | 105.89 | 106.37 | 0.45% | 106.37 | 0.45% | 0.00% | OK |
| Max Bending | 260.85 | 261.28 | 0.16% | 261.28 | 0.16% | 0.00% | OK |
| Y Pontoon Lower 2 | End A Tension | 109.03 | 111.44 | 2.17% | 111.44 | 2.17% | 0.00% | WARN |
| End B Tension | 109.35 | 111.76 | 2.16% | 111.76 | 2.16% | 0.00% | WARN |
| Max Tension | 109.35 | 111.76 | 2.16% | 111.76 | 2.16% | 0.00% | WARN |
| Max Bending | 223.38 | 224.64 | 0.56% | 224.64 | 0.56% | 0.00% | OK |
| Y Pontoon Lower 3 | End A Tension | 135.89 | 134.00 | 1.39% | 134.00 | 1.39% | 0.00% | WARN |
| End B Tension | 135.65 | 133.77 | 1.39% | 133.77 | 1.39% | 0.00% | WARN |
| Max Tension | 135.89 | 134.00 | 1.39% | 134.00 | 1.39% | 0.00% | WARN |
| Max Bending | 281.77 | 280.51 | 0.44% | 280.51 | 0.44% | 0.00% | OK |
| Cross Brace 1 | End A Tension | -25.91 | -26.71 | 3.02% | -26.71 | 3.02% | 0.00% | WARN |
| End B Tension | -182.22 | -183.00 | 0.42% | -183.00 | 0.42% | 0.00% | OK |
| Max Tension | -25.91 | -26.71 | 3.02% | -26.71 | 3.02% | 0.00% | WARN |
| Max Bending | 1143.65 | 1143.63 | 0.00% | 1143.63 | 0.00% | 0.00% | OK |
| Cross Brace 2 | End A Tension | 80.93 | 78.22 | 3.35% | 78.22 | 3.35% | 0.00% | WARN |
| End B Tension | -76.07 | -78.74 | 3.39% | -78.74 | 3.39% | 0.00% | WARN |
| Max Tension | 80.93 | 78.22 | 3.35% | 78.22 | 3.35% | 0.00% | WARN |
| Max Bending | 1142.10 | 1142.14 | 0.00% | 1142.14 | 0.00% | 0.00% | OK |
| Cross Brace 3 | End A Tension | -81.89 | -77.41 | 5.46% | -77.41 | 5.46% | 0.00% | HIGH |
| End B Tension | -237.94 | -233.45 | 1.89% | -233.45 | 1.89% | 0.00% | WARN |
| Max Tension | -81.89 | -77.41 | 5.46% | -77.41 | 5.46% | 0.00% | HIGH |
| Max Bending | 1145.34 | 1145.13 | 0.02% | 1145.13 | 0.02% | 0.00% | OK |
L04 Sectional bodies
Static Profile
Model Info
| Property | Value |
|---|
| File | L04 Sectional bodies.dat |
| Size | 3332 KB |
| Objects | 108 |
| Lines | 7 |
| Links | 0 |
| Vessels | 7 |
| 6D Buoys | 2 |
| Statics Time | 1.023 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Fore strut | 40.5 | 8 | -6017.4 | -6019.6 | -6017.4 | 559.64 |
| Port strut | 40.5 | 8 | -4358.9 | -4357.7 | -4357.7 | 462.73 |
| Stbd strut | 40.5 | 8 | -4333.2 | -4332.0 | -4332.0 | 461.40 |
| Mooring1 | 850.0 | 85 | 2407.0 | 374.5 | 2407.0 | 0.00 |
| Mooring2 | 850.0 | 85 | 2423.3 | 380.2 | 2423.3 | 0.00 |
| Mooring3 | 850.0 | 85 | 2422.9 | 380.0 | 2422.9 | 0.00 |
| Tower | 129.4 | 26 | -9309.2 | -23853.6 | -9309.2 | 116893.01 |
Input Files
spec.yml (7478.1 KB)
metadata:
name: mono
description: Extracted from mono.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 200
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Airy
height: 5
period: 7
direction: 180
current:
speed: 0
direction: 180
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 200
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
WaveTrains:
- Name: Wave1
WaveType: Airy
WaveDirection: 180
WaveHeight: 5
WavePeriod: 7
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
simulation:
stages:
- 30
- 50
time_step: 0.1
generic:
line_types:
- name: Mooring line type
category: General
outer_diameter: 0.3333231802
inner_diameter: 0
mass_per_length: 0.685
bending_stiffness:
- 0.01
- ~
axial_stiffness: 3.27e6
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: 0.61975
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 1
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2
- ~
- 1.15
Cl: 0
NormalDragLiftDiameter: 0.185
AxialDragLiftDiameter: 0.058887328944001276
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 2
- Solid
- Lime
- name: Radial strut line type
category: Homogeneous pipe
outer_diameter: 0.91
inner_diameter: 0.89
properties:
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1
Cdz: 0.02386
Cl: 0
Can: 0
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
- name: Tower line type
category: Homogeneous pipe
outer_diameter: Tower OD
inner_diameter: Tower ID
properties:
MaterialDensity: 8.346
E: 200e6
PoissonRatio: 0.261
ExpansionTable: None
Cdn: 1
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: Tower damping
... truncated (255438 total lines)spec.yml — 255438 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 30
- 50
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
SeabedShearStiffness: 100.0
SeabedSlope: 0.0
SeabedNormalStiffness: 100.0
KinematicStretchingMethod: Vertical stretching
Density: 1.025
SeabedOriginDepth: 200.0
WaveTrains:
- Name: Wave1
WaveType: Airy
WaveDirection: 180.0
WaveHeight: 5.0
WavePeriod: 7.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 60 lines
includes/20_generic_objects.yml (6479.5 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Linetypediameter:
- IndependentValue, DependentValue:
- - 0
- 6.4881
- - 12.386
- 9.9801
- - 25.386
- 9.9802
- - 38.386
- 9.9488
- - 51.386
- 9.9437
- - 64.386
- 9.9088
- - 77.386
- 9.9021
- - 90.386
- 9.8668
- - 103.386
- 9.8606
- - 116.386
- 9.8259
- - 129.386
- 9.82
Name: Tower ID
- IndependentValue, DependentValue:
- - 0
- 6.5
- - 12.386
- 10
- - 25.386
- 10
- - 38.386
- 10
- - 51.386
- 10
- - 64.386
- 10
- - 77.386
- 10
- - 90.386
- 10
- - 103.386
- 10
- - 116.386
- 10
- - 129.386
- 10
Name: Tower OD
LineTypes:
- Name: Mooring line type
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: 0.61975
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 1
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2
- ~
- 1.15
Cl: 0
NormalDragLiftDiameter: 0.185
AxialDragLiftDiameter: 0.058887328944001276
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 2
- Solid
- Lime
OD: 0.3333231802
ID: 0.0
MassPerUnitLength: 0.685
EI:
- 0.01
- ~
EA: 3.27e6
- Name: Radial strut line type
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1
Cdz: 0.02386
Cl: 0
Can: 0
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
OD: 0.91
ID: 0.89
- Name: Tower line type
Category: Homogeneous pipe
MaterialDensity: 8.346
E: 200e6
PoissonRatio: 0.261
ExpansionTable: None
Cdn: 1
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: Tower damping
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 5
- Solid
- White
OD: Tower OD
ID: Tower ID
VesselTypes:
- Name: Keystone type
RAOResponseUnits: radians
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: leads
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: None
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: original
QTFConventionsFrameOfReference: earth
Draughts:
- Name: Draught1
Mass: 3092.3328571428538
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 12.223748727812292e6
- -219.99771412160743
- -517.60517486093653e3
- - -219.99771412160743
- 12.111061971334545e6
- -7345.093383852387
- - -517.60517486093653e3
- -7345.093383852387
- 567.8284069891088e3
CentreOfMass:
- 2.2003196190162515
- 0.030571840020918128
- 70.76766004528258
DisplacementRAOs:
RAOOrigin:
- 0
- 0
- 0
PhaseOrigin:
- 0
- 0
- 0
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 4
- 0.05098436838021154
- 261.7408722790328
- 5.0821853025189125e-08
- 96.35021482832211
- 0.0011789680368346094
- 112.50757264939347
- 4.93827694392751e-09
- 277.719663381008
- 6.819808566217809e-05
- 261.4378985532542
- 1.4223861708610436e-07
- 267.53049172588385
- - 5
- 0.08171079877102974
- 137.89144623693525
- 1.4978592137124276e-07
- 89.92356371269274
- 0.019884761826186075
- 111.32858943162279
- 3.2075492697827404e-08
- 282.64179731230684
- 0.0002712227566253915
- 157.6090993696361
- 2.751297218790543e-07
- 156.6733701509887
- - 5.5
- 0.08409637411004119
- 133.34765053461103
- 3.0825846570614376e-07
- 82.56444796029189
- 0.03741434694187688
- 89.60453290134245
- 6.759684945239856e-08
- 262.4344672611359
- 0.0005189163605943809
- 165.86186949520157
- 3.1186283718354395e-07
- 164.78302830100623
- - 6
- 0.0714974526241688
- 359.6476515317832
- 5.483895627180906e-07
- 72.7633281207891
- 0.06808279806438615
- 76.5723888471179
- 1.2417927263552895e-07
- 256.59602919893155
- 0.00025701115620406734
- 135.44564355102614
- 9.901042662825153e-08
- 40.81866250259285
- - 6.5
- 0.19126468080290895
- 358.2644529634366
- 6.721459210380704e-07
- 85.02716118472475
- 0.07981676853281112
- 81.80818706970786
- 1.4028311651542848e-07
- 265.3920776991475
- 0.0006119944378659341
- 61.88601808951881
- 4.858297863394346e-07
- 29.79213074282419
- - 7
- 0.2702233668637443
- 358.23408637844193
- 5.382625107487559e-07
- 48.2096607020555
- 0.07285460834455355
... truncated (255458 total lines)20_generic_objects.yml — 255458 lines
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Fore strut | End A Tension | -6017.38 | -5466.45 | 9.16% | -5466.45 | 9.16% | 0.00% | HIGH |
| End B Tension | -6019.59 | -5467.55 | 9.17% | -5467.55 | 9.17% | 0.00% | HIGH |
| Max Tension | -6017.38 | -5466.45 | 9.16% | -5466.45 | 9.16% | 0.00% | HIGH |
| Max Bending | 559.64 | 524.60 | 6.26% | 524.60 | 6.26% | 0.00% | HIGH |
| Port strut | End A Tension | -4358.89 | -4633.24 | 5.92% | -4633.24 | 5.92% | 0.00% | HIGH |
| End B Tension | -4357.74 | -4632.65 | 5.93% | -4632.65 | 5.93% | 0.00% | HIGH |
| Max Tension | -4357.73 | -4632.60 | 5.93% | -4632.60 | 5.93% | 0.00% | HIGH |
| Max Bending | 462.73 | 477.18 | 3.03% | 477.18 | 3.03% | 0.00% | WARN |
| Stbd strut | End A Tension | -4333.19 | -4607.36 | 5.95% | -4607.36 | 5.95% | 0.00% | HIGH |
| End B Tension | -4331.99 | -4606.72 | 5.96% | -4606.72 | 5.96% | 0.00% | HIGH |
| Max Tension | -4331.98 | -4606.67 | 5.96% | -4606.67 | 5.96% | 0.00% | HIGH |
| Max Bending | 461.40 | 475.79 | 3.02% | 475.79 | 3.02% | 0.00% | WARN |
| Mooring1 | End A Tension | 2407.03 | 2411.20 | 0.17% | 2411.20 | 0.17% | 0.00% | OK |
| End B Tension | 374.50 | 375.65 | 0.31% | 375.65 | 0.31% | 0.00% | OK |
| Max Tension | 2407.03 | 2411.20 | 0.17% | 2411.20 | 0.17% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring2 | End A Tension | 2423.34 | 2420.38 | 0.12% | 2420.38 | 0.12% | 0.00% | OK |
| End B Tension | 380.19 | 379.05 | 0.30% | 379.05 | 0.30% | 0.00% | OK |
| Max Tension | 2423.34 | 2420.38 | 0.12% | 2420.38 | 0.12% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring3 | End A Tension | 2422.92 | 2420.01 | 0.12% | 2420.01 | 0.12% | 0.00% | OK |
| End B Tension | 380.00 | 378.89 | 0.29% | 378.89 | 0.29% | 0.00% | OK |
| Max Tension | 2422.92 | 2420.01 | 0.12% | 2420.01 | 0.12% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Tower | End A Tension | -9309.22 | -9312.89 | 0.04% | -9312.89 | 0.04% | 0.00% | OK |
| End B Tension | -23853.57 | -23859.39 | 0.02% | -23859.39 | 0.02% | 0.00% | OK |
| Max Tension | -9309.22 | -9312.89 | 0.04% | -9312.89 | 0.04% | 0.00% | OK |
| Max Bending | 116893.01 | 59535.40 | 49.07% | 59535.40 | 49.07% | 0.00% | HIGH |
L05 Panel pressures
Static Profile
Model Info
| Property | Value |
|---|
| File | L05 Panel pressures.dat |
| Size | 3332 KB |
| Objects | 108 |
| Lines | 7 |
| Links | 0 |
| Vessels | 7 |
| 6D Buoys | 2 |
| Statics Time | 0.997 s |
Line Results
| Line | Length (m) | Segments | End A (kN) | End B (kN) | Max T (kN) | Max BM (kN.m) |
| Fore strut | 40.5 | 8 | -6017.4 | -6019.6 | -6017.4 | 559.64 |
| Port strut | 40.5 | 8 | -4358.9 | -4357.7 | -4357.7 | 462.73 |
| Stbd strut | 40.5 | 8 | -4333.2 | -4332.0 | -4332.0 | 461.40 |
| Mooring1 | 850.0 | 85 | 2407.0 | 374.5 | 2407.0 | 0.00 |
| Mooring2 | 850.0 | 85 | 2423.3 | 380.2 | 2423.3 | 0.00 |
| Mooring3 | 850.0 | 85 | 2422.9 | 380.0 | 2422.9 | 0.00 |
| Tower | 129.4 | 26 | -9309.2 | -23853.6 | -9309.2 | 116893.01 |
Input Files
spec.yml (7478.1 KB)
metadata:
name: mono
description: Extracted from mono.yml
structure: generic
operation: generic
project: model_library
environment:
water:
depth: 200
density: 1.025
seabed:
slope: 0
stiffness:
normal: 100
shear: 100
waves:
type: Airy
height: 5
period: 7
direction: 180
current:
speed: 0
direction: 180
profile:
- - 0.0
- 1.0
- - 100.0
- 1.0
wind:
speed: 0
direction: 0
raw_properties:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
Density: 1.025
SeabedType: Flat
SeabedOrigin:
- 0
- 0
SeabedOriginDepth: 200
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedSlope: 0
SeabedModel: Elastic
SeabedNormalStiffness: 100
SeabedShearStiffness: 100
KinematicStretchingMethod: Vertical stretching
WaveTrains:
- Name: Wave1
WaveType: Airy
WaveDirection: 180
WaveHeight: 5
WavePeriod: 7
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
RefCurrentSpeed: 0
RefCurrentDirection: 180
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0
- 1
- 0
- - 100
- 1
- 0
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
WindSpeed: 0
WindDirection: 0
VerticalWindVariationFactor: ~
simulation:
stages:
- 30
- 50
time_step: 0.1
generic:
line_types:
- name: Mooring line type
category: General
outer_diameter: 0.3333231802
inner_diameter: 0
mass_per_length: 0.685
bending_stiffness:
- 0.01
- ~
axial_stiffness: 3.27e6
properties:
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: 0.61975
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 1
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2
- ~
- 1.15
Cl: 0
NormalDragLiftDiameter: 0.185
AxialDragLiftDiameter: 0.058887328944001276
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 2
- Solid
- Lime
- name: Radial strut line type
category: Homogeneous pipe
outer_diameter: 0.91
inner_diameter: 0.89
properties:
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1
Cdz: 0.02386
Cl: 0
Can: 0
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
- name: Tower line type
category: Homogeneous pipe
outer_diameter: Tower OD
inner_diameter: Tower ID
properties:
MaterialDensity: 8.346
E: 200e6
PoissonRatio: 0.261
ExpansionTable: None
Cdn: 1
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: Tower damping
... truncated (255438 total lines)spec.yml — 255438 lines
master.yml (0.2 KB)
%YAML 1.1
# Type: Model
# Generated from: in-memory spec
---
- includefile: includes/01_general.yml
- includefile: includes/03_environment.yml
- includefile: includes/20_generic_objects.yml
master.yml — 8 lines
includes/01_general.yml (0.7 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
ImplicitConstantTimeStep: 0.1
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
StageDuration:
- 30
- 50
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
01_general.yml — 25 lines
includes/03_environment.yml (1.5 KB)
Environment:
WaterSurfaceZ: 0
KinematicViscosity: 1.35e-06
SeaTemperature: 10
ReynoldsNumberCalculation: Flow direction
HorizontalWaterDensityFactor: ~
VerticalDensityVariation: Constant
SeabedType: Flat
SeabedOrigin:
- 0
- 0
NominalDepth: ~
SeabedSlopeDirection: 0
SeabedModel: Elastic
WaveKinematicsCutoffDepth: Infinity
WaveCalculationMethod: Instantaneous position (exact)
WaveCalculationTimeInterval: 0
WaveCalculationSpatialInterval: 0
MultipleCurrentDataCanBeDefined: false
CurrentModel: Variation scheme
CurrentRamped: false
CurrentApplyVerticalStretching: false
HorizontalCurrentFactor: ~
VerticalCurrentVariationMethod: Interpolated
IncludeVesselWindLoads: true
IncludeLineWindLoads: true
IncludeBuoyWindLoads: true
IncludeBuoyWingWindLoads: true
WindRamping: From mean
WindType: Constant
AirDensity: 0.00128
AirSpeedOfSound: 343
VerticalWindVariationFactor: ~
KinematicStretchingMethod: Vertical stretching
SeabedNormalStiffness: 100.0
SeabedShearStiffness: 100.0
SeabedSlope: 0.0
Density: 1.025
SeabedOriginDepth: 200.0
WaveTrains:
- Name: Wave1
WaveType: Airy
WaveDirection: 180.0
WaveHeight: 5.0
WavePeriod: 7.0
WaveOrigin:
- 0
- 0
WaveTimeOrigin: 0
RefCurrentSpeed: 0.0
RefCurrentDirection: 180.0
CurrentDepth, CurrentFactor, CurrentRotation:
- - 0.0
- 1.0
- 0
- - 100.0
- 1.0
- 0
WindSpeed: 0.0
WindDirection: 0.003_environment.yml — 60 lines
includes/20_generic_objects.yml (6479.5 KB)
General:
UnitsSystem: SI
JacobianBufferingPolicy: 1
JacobianPerturbationFactor: 0
BuoysIncludedInStatics: Individually specified
LineStaticsStep1Policy: All lines included
LineStaticsStep2Policy: Solve coupled systems
WholeSystemStaticsEnabled: true
DynamicsSolutionMethod: Implicit time domain
ImplicitUseVariableTimeStep: false
LogPrecision: Single
TargetLogSampleInterval: 0.1
LogStartTime: ~
StartTime: ~
FirstStage: ~
RampStartTime: ~
RampFinishTime: ~
TimeHistoryImportFrom: ~
TimeHistoryImportTo: ~
RestartStateRecordingPeriodicCount: 0
RestartStateRecordingTest: ~
VariableData:
Linetypediameter:
- IndependentValue, DependentValue:
- - 0
- 6.4881
- - 12.386
- 9.9801
- - 25.386
- 9.9802
- - 38.386
- 9.9488
- - 51.386
- 9.9437
- - 64.386
- 9.9088
- - 77.386
- 9.9021
- - 90.386
- 9.8668
- - 103.386
- 9.8606
- - 116.386
- 9.8259
- - 129.386
- 9.82
Name: Tower ID
- IndependentValue, DependentValue:
- - 0
- 6.5
- - 12.386
- 10
- - 25.386
- 10
- - 38.386
- 10
- - 51.386
- 10
- - 64.386
- 10
- - 77.386
- 10
- - 90.386
- 10
- - 103.386
- 10
- - 116.386
- 10
- - 129.386
- 10
Name: Tower OD
LineTypes:
- Name: Mooring line type
Category: General
CentreOfMass:
- 0
- 0
BulkModulus: Infinity
CompressionIsLimited: true
AllowableTension: ~
MinRadius:
- ~
- ~
PoissonRatio: 0.5
ExpansionTable: None
GJ: 80
TensionTorqueCoupling: 0
OuterContactDiameter: 0.61975
InnerContactDiameter: ~
ClashStiffness: 0
Ca:
- 1
- ~
- 1
Cm:
- ~
- ~
- ~
Cs: 0
Ce: 0
Cd:
- 2
- ~
- 1.15
Cl: 0
NormalDragLiftDiameter: 0.185
AxialDragLiftDiameter: 0.058887328944001276
StressOD: ~
StressID: ~
AllowableStress: ~
TensileStressLoadingFactor: 1
BendingStressLoadingFactor: 1
ShearStressLoadingFactor: 1
TorsionalStressLoadingFactor: 1
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
RayleighDampingCoefficients: (no damping)
Pen:
- 2
- Solid
- Lime
OD: 0.3333231802
ID: 0.0
MassPerUnitLength: 0.685
EI:
- 0.01
- ~
EA: 3.27e6
- Name: Radial strut line type
Category: Homogeneous pipe
MaterialDensity: 7.85
E: 212e6
PoissonRatio: 0.293
ExpansionTable: None
Cdn: 1
Cdz: 0.02386
Cl: 0
Can: 0
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: (no damping)
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
OD: 0.91
ID: 0.89
- Name: Tower line type
Category: Homogeneous pipe
MaterialDensity: 8.346
E: 200e6
PoissonRatio: 0.261
ExpansionTable: None
Cdn: 1
Cdz: 0.008
Cl: 0
Can: 1
Caz: 0
Cs: 0
Ce: 0
SeabedLateralFrictionCoefficient: 0.5
SeabedAxialFrictionCoefficient: ~
ClashStiffness: 0
AllowableStress: ~
RayleighDampingCoefficients: Tower damping
CoatingThickness: 0
LiningThickness: 0
AdditionalEI: 0
Pen:
- 5
- Solid
- White
OD: Tower OD
ID: Tower ID
VesselTypes:
- Name: Keystone type
RAOResponseUnits: radians
RAOWaveUnit: amplitude
WavesReferredToBy: period (s)
RAOPhaseConvention: leads
RAOPhaseUnitsConvention: degrees
RAOPhaseRelativeToConvention: crest
SurgePositive: forward
SwayPositive: port
HeavePositive: up
RollPositiveStarboard: down
PitchPositiveBow: down
YawPositiveBow: port
Symmetry: None
CurrentCoeffSymmetry: xz plane
WindCoeffSymmetry: xz plane
QTFConventionsRotationOrder: RzRyRx
QTFConventionsRotationAxes: original
QTFConventionsFrameOfReference: earth
Draughts:
- Name: Draught1
Mass: 3092.3328571428538
MomentOfInertiaTensorX, MomentOfInertiaTensorY, MomentOfInertiaTensorZ:
- - 12.223748727812292e6
- -219.99771412160743
- -517.60517486093653e3
- - -219.99771412160743
- 12.111061971334545e6
- -7345.093383852387
- - -517.60517486093653e3
- -7345.093383852387
- 567.8284069891088e3
CentreOfMass:
- 2.2003196190162515
- 0.030571840020918128
- 70.76766004528258
DisplacementRAOs:
RAOOrigin:
- 0
- 0
- 0
PhaseOrigin:
- 0
- 0
- 0
RAOs:
- RAODirection: 0
? RAOPeriodOrFrequency, RAOSurgeAmp, RAOSurgePhase, RAOSwayAmp, RAOSwayPhase,
RAOHeaveAmp, RAOHeavePhase, RAORollAmp, RAORollPhase, RAOPitchAmp, RAOPitchPhase,
RAOYawAmp, RAOYawPhase
: - - 4
- 0.05098436838021154
- 261.7408722790328
- 5.0821853025189125e-08
- 96.35021482832211
- 0.0011789680368346094
- 112.50757264939347
- 4.93827694392751e-09
- 277.719663381008
- 6.819808566217809e-05
- 261.4378985532542
- 1.4223861708610436e-07
- 267.53049172588385
- - 5
- 0.08171079877102974
- 137.89144623693525
- 1.4978592137124276e-07
- 89.92356371269274
- 0.019884761826186075
- 111.32858943162279
- 3.2075492697827404e-08
- 282.64179731230684
- 0.0002712227566253915
- 157.6090993696361
- 2.751297218790543e-07
- 156.6733701509887
- - 5.5
- 0.08409637411004119
- 133.34765053461103
- 3.0825846570614376e-07
- 82.56444796029189
- 0.03741434694187688
- 89.60453290134245
- 6.759684945239856e-08
- 262.4344672611359
- 0.0005189163605943809
- 165.86186949520157
- 3.1186283718354395e-07
- 164.78302830100623
- - 6
- 0.0714974526241688
- 359.6476515317832
- 5.483895627180906e-07
- 72.7633281207891
- 0.06808279806438615
- 76.5723888471179
- 1.2417927263552895e-07
- 256.59602919893155
- 0.00025701115620406734
- 135.44564355102614
- 9.901042662825153e-08
- 40.81866250259285
- - 6.5
- 0.19126468080290895
- 358.2644529634366
- 6.721459210380704e-07
- 85.02716118472475
- 0.07981676853281112
- 81.80818706970786
- 1.4028311651542848e-07
- 265.3920776991475
- 0.0006119944378659341
- 61.88601808951881
- 4.858297863394346e-07
- 29.79213074282419
- - 7
- 0.2702233668637443
- 358.23408637844193
- 5.382625107487559e-07
- 48.2096607020555
- 0.07285460834455355
... truncated (255458 total lines)20_generic_objects.yml — 255458 lines
3-Way Comparison
| Line | Metric | Monolithic |
Spec-Driven | Diff % |
Modular-Direct | Diff % |
B vs C % |
Status |
| Fore strut | End A Tension | -6017.38 | -5466.45 | 9.16% | -5466.45 | 9.16% | 0.00% | HIGH |
| End B Tension | -6019.59 | -5467.55 | 9.17% | -5467.55 | 9.17% | 0.00% | HIGH |
| Max Tension | -6017.38 | -5466.45 | 9.16% | -5466.45 | 9.16% | 0.00% | HIGH |
| Max Bending | 559.64 | 524.60 | 6.26% | 524.60 | 6.26% | 0.00% | HIGH |
| Port strut | End A Tension | -4358.89 | -4633.24 | 5.92% | -4633.24 | 5.92% | 0.00% | HIGH |
| End B Tension | -4357.74 | -4632.65 | 5.93% | -4632.65 | 5.93% | 0.00% | HIGH |
| Max Tension | -4357.73 | -4632.60 | 5.93% | -4632.60 | 5.93% | 0.00% | HIGH |
| Max Bending | 462.73 | 477.18 | 3.03% | 477.18 | 3.03% | 0.00% | WARN |
| Stbd strut | End A Tension | -4333.19 | -4607.36 | 5.95% | -4607.36 | 5.95% | 0.00% | HIGH |
| End B Tension | -4331.99 | -4606.72 | 5.96% | -4606.72 | 5.96% | 0.00% | HIGH |
| Max Tension | -4331.98 | -4606.67 | 5.96% | -4606.67 | 5.96% | 0.00% | HIGH |
| Max Bending | 461.40 | 475.79 | 3.02% | 475.79 | 3.02% | 0.00% | WARN |
| Mooring1 | End A Tension | 2407.03 | 2411.20 | 0.17% | 2411.20 | 0.17% | 0.00% | OK |
| End B Tension | 374.50 | 375.65 | 0.31% | 375.65 | 0.31% | 0.00% | OK |
| Max Tension | 2407.03 | 2411.20 | 0.17% | 2411.20 | 0.17% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring2 | End A Tension | 2423.34 | 2420.38 | 0.12% | 2420.38 | 0.12% | 0.00% | OK |
| End B Tension | 380.19 | 379.05 | 0.30% | 379.05 | 0.30% | 0.00% | OK |
| Max Tension | 2423.34 | 2420.38 | 0.12% | 2420.38 | 0.12% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Mooring3 | End A Tension | 2422.92 | 2420.01 | 0.12% | 2420.01 | 0.12% | 0.00% | OK |
| End B Tension | 380.00 | 378.89 | 0.29% | 378.89 | 0.29% | 0.00% | OK |
| Max Tension | 2422.92 | 2420.01 | 0.12% | 2420.01 | 0.12% | 0.00% | OK |
| Max Bending | 0.00 | 0.00 | 0.00% | 0.00 | 0.00% | 0.00% | OK |
| Tower | End A Tension | -9309.22 | -9312.89 | 0.04% | -9312.89 | 0.04% | 0.00% | OK |
| End B Tension | -23853.57 | -23859.39 | 0.02% | -23859.39 | 0.02% | 0.00% | OK |
| Max Tension | -9309.22 | -9312.89 | 0.04% | -9312.89 | 0.04% | 0.00% | OK |
| Max Bending | 116893.01 | 59535.40 | 49.07% | 59535.40 | 49.07% | 0.00% | HIGH |
Failed Models
| # | Model | Category | Size | Error |
| 1 | M01 Pipeline lateral buckling | M01 | 172 KB |
Error code: 27
Static calculation failed (Cannot open contents data file 'contents.txt'.) |
| 2 | M01 Pipeline walking | M01 | 211 KB |
Error code: 27
Static calculation failed (Cannot open contents data file 'contents.txt'.) |